Amibara Drainage Project I Summary

The People s Democratic Republic of Ethiopia water Resource Development Authority
AMBARA ORAIIMAGE PROJECT I
volume 1
proposed Methodology
j U|y 1988The people's Democratic Republic of Ethiopia
water Resource Development Authority
AMIBARA DRAINAGE PROJECT I
volume 1
proposed Methodology
July 1988•IV WT IP I
HMM    ■■■■MB
The People's Democratic Republic of Ethiopia
water Resource Development Authority
AMIBARA DRAINAGE PROJECT I
volume 1
proposed Methodology
july 1988snc
10150 l05rd Street
Edmonton, Alberta
T5J5N9
Telephone (405) 422 6288
Telex 057 5428 SNCCONSULT EDM
SNC inc.
July 22, 1988
The      People's      Democratic      Republic      of      Ethiopia
Water Resources Development Authority
P.O. Box 5673
Addis Ababa, Ethiopia
Attention:                Ato Mamo Kifle
A/General Manager, WRDA
Gentlemen:
Reference:                Proposal for Amibara Drainage Project I
SNC is pleased  to  submit this proposal to  provide consultancy  services for project construction  supervision  for the Amibara Drainage Project in Ethiopia.
Our       proposal       is       responsive       to       WRDA's       invitation       and       is       presented       in       two volumes:
Volume I Proposed Methodology
Volume II Financial Proposal
As    one    of    Canada's    largest    consulting    firms,    SNC    provides    depth    and know-how    in    the    management,    procurement    and    coordination    of    major multi-disciplinary    projects    in    Canada    and    overseas.    SNC's    product    center for    drainage,    agricultural    land    improvement    and    irrigation    is    located    in Western    Canada.    The   ccmpnny   has   developed   its   Irrigation   and   drainage technology    primarily    on    projects    overseas    and    on    the    Canadian    prairies and   is   committed   to   the   advancement   of   this   technology   on   a   world   wide basis.
• • «/2To     meet     Ethiopia's     agricultural     goals     we     based     our     proposal     on     integrating all       activities       towards       implementing       the       drainage       designs,       inproving       soil conditions       and       developing       water       management       techniques       such       as       water harvesting.     SNC     is     currently     conducting     a     similar     project     in     Egypt     called the     Integrated     Soil     and     Water     Improvement     Project     (ISAWIP)     in     the     Nile Delta.       This       project       involves       construction       of       a       drainage       tubing       plant, subsurface        drainage        for        70,000        feddans,        open        drains        and        irrigation facilities     rehabilitation.     Many     of     the     key     team     members     proposed     for     the Amibara project have worked on the drainage component of ISAWIP
Ihe project team was selected  based  on  technical competency,  proven ability  to  work  together on  a foreign  assignment and  firsthand  knowledge of land  drainage technology  in  Africa.  (Xir proposal was prepared  by  the key  members of our project team.  As such  they  are aware of the project goal and the integrated approach required to meet the objectives.
To guarantee the highest level of technology transfer, the key engineers
in our proposal have been involved in teaching at the University level and 
training on overseas projects.
Ihe Canadian  Resident Engineer is Neil van  der Gugten.  He has a Master's Degree in  Water Resources and  Hydromechanics and  twenty  years experience in  multi-disciplinary  water resource projects in  Canada and  overseas.  His last assignment was in  Egypt where he held  the position  of Chief Drainage Engineer on  the Integrated  Soil and  Water Improvement Project.  He was responsible for the installation  of the tubing  factory  and  design  and oonst r> ict ion supervision of surface and subsurface drainage systems.
SNC has assigned Gordon R. Gerry, Vice-President Western Canada, as the Executive Sponsor to the project to ensure that SNC's commitment to WRDA is fulfilled and that the full corporate resources of THE SNC Group are available to our Resident Engineer to effectively manage the project. Mr. Donald I. MacIntyre fulfills the role of headquarters liaison. Mr. 
MacIntyre is responsible for SNC's drainage and irrigation product in Western Canada. In this role he will be responsible for the quality of service provided by SNC, and hone office management of field personnel.To     meet     Ethiopia's     agricultural     goals     we     based     our     proposal     on     integrating all      activities      towards      implementing      the      drainage      designs,      improving      soil conditions       and       developing       water       management       techniques       such       as       water harvesting.     SNC     is     currently     conducting     a     similar     project     in     Egypt     called the     Integrated     Soil     and     Water     Improvement     Project     (ISAWIP)     in     the     Nile Delta.      This      project      involves      construction      of      a      drainage      tubing      plant, subsurface       drainage       for       70,000       ferMang,       open       drains       and       irrigation facilities     rehabilitation.     Many     of     the     key     team     members     proposed     for     the Amibara project have worked on the drainage component of ISAWIP
Ihe project team was selected based on technical oaipetency, proven 
ability to work together on a foreign assignment and firsthand knew lodge
of land drainage technology in Africa. Oir proposal was prepared by the
key members of our project team. As such they are aware of the project
goal and the integrated approach required to meet the objectives.
Tt> guarantee the highest level of technology  transfer,  the key  engineers in  our proposal have been  involved  in  teaching  at the University  level anrl training on overseas projects.
Ihe Canadian  Resident Engineer is Neil van  der Gugten.  He har.  a Master's Degree in  Water Resources and  Hydromechanics and  twenty  years expericrr» in  multi-disciplinary  water resource projects in  Canada and  avemeas.  His last assignment was in  Egypt where he held  the position  of Chief hrainar^ Engineer on  the Integrated  Soil and  Water Improvement Project.  wi responsible for the installation  of the tubing  factor/ and  'kwiryi srrl construction supervision of surface and subsurface drainage oyntxr>s.
SNC has assigned Gorden R. Gerry, Vice-President Hesterr. Ouwla. «i Executive Sponsor to the project to ensure that SMC's arm/Mrt to WCA is fulfilled and that the full corporate resources of THE 9C
available to our Resident Engineer to effectively aarw^s
Donald I. MacIntyre fulfills the role of hsadquar*er» luisr, * MacIntyre is responsible for SNC's drainage and
Western Canada. In this role he will be resporslble {r3e
service provided by SNC, and here office aanagawx of fisld fi u j?,l
w
**Page 3
SNC is experienced  in  working  in  Ethiopia.  Currently  we are providing engineering  services for the Spare Parts Factory  for the National Metalworks Corporation.
For     this     project     SNC     is     proposing     the     use     of     trenchless     plows     with     laser grade      control      for      the      subsurface      drainage      system-      This      technology      will considerably        improve        the        implementation        schedule        as        compared        to construction      using      chain      trenchers.      If      Ethiopia      is      to      benefit      from      this technology     on     this     and     future     projects     a     more     extensive     training     program will be required over and above the project terms of reference.
Considering      this,      SNC      met      with      the      Canadian      International      Development Agency     (CIDA)     to     discuss     the     possibility     of     providing     grant     funds,     as     a supplement     to     ADB     financing,     for     extra     training     in     this     technology.     Since the        Amibara        Drainage        project        contributes        to        Ethiopia's        agricultural sector,     CIEA     has     expressed     a     willingness     to     consider    such     funding     if    SNC is     awarded     the     project.     A     letter     to     this     effect     is     included     in     Volume     I of our proposal.
We wish  to  thank  WRDA for the opportunity  to  submit this proposal and  look forward  to  the challenge of this important assignment toward  the achievement of Ethiopia's national objectives for food  security  and agricultural production.
Yours very truly,TABLE OF conans
LETTER OF TRANSMITTAL
WILME 1 - PROPOSED METHODOLOGY 1.0         INIROCUCTIQN
2.0 
THE FIRM
3.0
THE EXPERIENCE OF THE FIRM
3.1        INTRODUCTION
3.2        DRAINAGE AND IRRIGATION PROJECTS SIMILAR TO ADP I
3.3        WATER RESOURCES PROJECTS
3.4        AGRICULTURAL AND REGIONAL DEVELOPMENT
3.5        OTHER RELEVANT PROJECTS
4.0 
THE PER
SONNEL
4.1 
INTRODUCTION
snc
4.2        PROPOSED PERSONNEL
5.0                      GENERAL APPROACH
5.1        PROJECT GOALS AND OBJECTIVES
5.2       GENERAL RESPONSIBILITIES
5.3        ADDITIONAL GOALS
6.0 
PROJECT ORGANIZATION
6.1 
MANAGEMENT ORGANIZATION
6.2 
TEAM ORGANIZATION AND COORDINATION
6.3 
TASK ASSIGNMENTS
7.0 
WORK PROGRAM AND METHODOLOGY
7.1 
1000  MANAGEMENT
7.2 
2000  DATA COLLECTION
7.3 
3000  PROJECT IMPLEMENTATION
7.4 
4000  SPECIAL SERVICESTABLE OF OCNBENIS
8.0
9.0
10.0
WORK ACTIVITY SCHEDULE
8.1        PROJECT LOGIC NETWORK
8.2        BAR CHARTS SCHEDULE
FACILITIES REQUIREMENTS
9.1       OFFICE SPACE
9.2       TRANSPORTATION
9.3       EQUIPMENT
9.4       MATERIALS
9.5       OTHER SERVICES
9.6        IMPLEMENTATION PIAN
ADOCMCmnON
11.0
PROJECT MANAGEMENT SYSTEMS
11.1 
INTRODUCTION
11.2 
WORK BREAKDOWN STRUCTURE
11.3 
CODING STRUCTURE
11.4 
COST CONTROL
snc
12.0
11.5     SCHEDULE MONITORING SYSTEMS 11.6     REPORTING
QUALITY ASSURANCE
13.0
ADDITIONAL CCPMENTS
VOLUME 2
- financial proposal
14.0
15.0
COST ESTIMATE SUMMARY
BASIS FUR COST ESTIMATE
15.1     SALARIES AND FEES FDR CANADIAN STAFF
15.2  PERSONNEL ALLOWANCES FUR OVERSEAS STAFF
15.3     OFFICE EQUIPMENT
15.4     MISCELLANEOUS SCIENTIFIC AND ENGINEERING
HEAD OFFICE AND TRAINING EXPENSES          equipment 15.5Page: l-l
Cate: 88 07 22 
INIROOUCTI
CN
Ref
:
Republic
of
n-h' 
bY
SNC
Inc. 
in 
response
to 
The
People's
for
nmoociai
a
Waber
Reso
urces
Deve
lopment
Author
ity's
request
Bta          i        nfMay        21'        1988            for            consuitancy        services        for        the        Amibara Drainage Project I (ADP I) in Ethiopia.
.     e     proposal     is     presented     in     two     volumes.     It     responsds     to     the     letter     of invitation,         terms         of         reference         and         supplementary         information.         SNC participated      in      the      site      visits      and      information      meetings      provided      by      the Water       Resources       Development       Authority       (WRDA).       Meeting       records       were received from the WRDA subsequent to the site visit.
Volume I contains our "Proposed  Methodology".  It describes SNC and  its corporate experience relevant to  ADP I,  the experience of our personnel to  the project organization,  methodology,  work  schedules,  estimates of man-months,  facilities and  services requirements and  project management systems.
Volume II contains our "Financial Proposal".
In order to be fully responsive to WRDA's request, key members of the
proposed team reviewed available literature on ADP I, attended WRDA
briefings in Addis Ababa, visited the project site and formulated ourgnC
approach.
We have assigned  a multidisciplinary  team of experienced  professionals. Each  candidate was selected  with  care to  ensure that the project objectives are met in  order to  provide the required  services for pfficient implementation of the drainage design.
Our criteria for candidate selection  was based  on  a requirement for proven  high  performers,  experience in  technology  relevant to  ADP I. International experience,  particularly  as related  to  Ethiopia and  ADP I, and  an  ability  to  work  together with  each  other and  host country  people were other selection criteria.
Our proposal demonstrates our approach  to  the project and  outlines in detail the methodology  we will employ  for each  of the project activities.Page: 2-1
Date:  88  07  22 Ref:
2.0 THE FEW
SNC Inc.  is a private Canadian  corporation  wholly  owned  by  The SNC Group Inc.,  which  in  turn  is a Canadian  public Corporation,  controlled  by  its prnnl nizooc
SNC was founded  as a consulting  engineering  firm in  1911.  Prior to  the 1960's,  SNC's business consisted  primarily  of designing,  drawing  up specifications and  on-site engineering  for a variety  of capital projects.  In  the early  1960's,  SNC began  to  change its strategy  by taking  a project management approach  whereby  it took  responsibility  for procurement of equipment and  construction  management in  addition  to engineering  services.  By  providing  the full range of services,  SNC could  integrate and  control many  different activities to  ensure a quality  project on  schedule and  within  budget.  This approach  was carried  one step  further when  SNC undertook  turnkey  projects in  the 1970's.  In  order to  capitalize on  its technical and  management resources,  SNC began  to  diversity  its operations into  manufacturing  and new business ventures In the 1980's.
SNC's engineering-construction operations concentrate mainly on new
capital projects and are undertaken through both wholly-owned and 
partially-owned companies, the principal one being SNC Inc. The main — 
services provided by SNC Inc. vary depending on the assignment but may 
include project management, sciences, engineering and design, 
procurement of material and equipment, management of construction and 
commissioning. In certain instances, SNC also undertakes, on a turnkey 
haqis, the actual construction projects it has designed. In the last
five years, seme 40% of its engineering-construction revenues have been 
derived outside Canada.
SNC Inc.,  the main  operating  company,  not only  undertakes major contracts itself,  but also  provides the key  staff and  technical support for many  of SNC's other subsidiaries,  joint ventures,  affiliated  and associated  companies.  Such  services are provided  to  other SNC companies by  SNC Inc.  on  a permanent basis or on  a project-by-project basis,  as
required.            Notwithstanding            the            fact
that
engineering-construction 
services are provided  through  many  legal entities,  SNC's activities are organized  across company  lines on  a matrix  basis,  comprising  product divisions and operational divisions.
Product c
irrigation, dradi inavigesions   and a ?  griculture
4  orovide technical expertise in such sectors as
.
, Each division monit-or--s- pr ----oj--e-c--t---
execution, and maintains relations with clients and project financiers
~~------ 7" 't divisions provide the engineering, procurement, construction Operational divisions provide the engineering, procurement, construct!™
Operational^ —4-^1
STproject control staff n^ded to execute projects. Cor^atelS^
nocHeH tn ovonntn .------------ 4----
departments support the product and operational divisions in markpt- inn STfitance, administration, colter system, public
personnel management. 
J  a  Lrs
- -    and* fcl r >l w a k -
I
I
I
I I
Page: 2-2
Date:   88   07   22 Ref:
2.0 THE FIRM (edit'd)
The     wholly-owned     subsidiaries     of     SNC,     other     than     SNC     Inc.,     which     are currently active in engineering-construction services are listed below:
i
i
i
i
Company
SNC       Consultants Ltd.
DGB Consultants Ltd.
W.P.    London    and Associates Ltd.
London       Nuclear Limited
SNC Hydro Inc.
Location
Edmonton Alberta
Montreal Quebec
Niagara Falls Ontario
Niagara Falls Ontario
Niagara Falls New York
Purpose
Provides          comprehensive          irrigation 
and drainage services from
Regina, Edmonton, Calgary and
Lethbridge.
Provides            systems            engineering            and telecommunication projects.
Provides thermal power and energy from waste projects.
Provides
decontamination 
services
SHE
SNC     Services     Ltd.     Montreal Quebec
SNC Ltd. 
Sandwell     Swan Wooster Inc.
STER
New York New York
Vancouver B.C.
Tunis Tunisia
for nuclear plants in Canada.
Small hydro venture projects in
United States. 
Performs       construction       work       in       Canada and abroad.
Provides          comprehensive          services          in the United States.
Comprehensive services in forest
products, engineering.
navigation             and             marine
Comprehensive services in Tunisia.3.0
OF THE FIRM
Page: 3-1
Date:   88   07   22 Ref:
I
I
I
Tntmtoicn
The successful execution of the Amibara Drainage Project I (ADP I)
requires on engineering firm with recent and relevant corporate
experience in carrying out major water and soil improvement projects and 
with experience in the region. SNC has such experience within the
following categories:
Drainage and Irrigation Projects similar to ADP I
Water Resources Projects
Agricultural and Regional Development Projects
Other Projects
Regional Experience
SNC is currently engaged in a major drainage project in Egypt, the Integrated Soil and Water Improvement Project (ISAWIP), which has many similarities to ADP I, in particular, the procurement of a plastic
tubing plant and the design and construction supervision of a subsurface drainage system. SNC is currently carrying out several large irrigation 
and drainage projects in the semi-arid region of the Canadian prairies.
SNC is experienced in a wide variety of water resources and agricultural
and regional development projects which complement our experience in drainage and irrigation. A major project currently in progress is the
River Nile Protection and Development Project, also in Egypt, which involves irrigation, water supply, water storage, navigation, power generation, and environmental protection.
In other water resource work, SNC is currently completing three major multipurpose projects, the Sidi Saad and El Haouareb flood control and 
irrigation projects in Tunisia and the Karpienga multipurpose project in Burkina Faso involving irrigation, power generation, fresh water
fishery, water supply and health benefits. SNC has carried out studies
and design for agricultural development projects in Algeria, Mauritius, Morocco, Tunisia, Nigeria, Cyprus, Ecuador, Burkina Faso and the Dominican Republic.
SNC has depth and experience in project management and procurement for large multidisciplinary projects. Our experience in the execution of
major industrial plants will be directly beneficial to the timely construction and connissioning of the plastic drainage tubing plant. SNC has completed the engineering, procurement and construction management of four recent major industrial projects in the region including the Metal Works Factory in Addis Ababa, a cement plant and automobile foundry in Algeria, a zinc plant in Kayseri, Turkey and a
$1.2 billion thermal power plant and transmission line in Saudi Arabia
Summary  information  sheets that demonstrate our experience projects relevant to  ADP I are included  in  the appropriate sections.
on     selected following3.0
Page: 3-2 Date: 88 07 22 Ref:
'HIE EXPERIENCE OF THE FERM (cont'd)
Drainage and Irrigation Projects similar to ADP I
The project most relevant to ADP I in SNC's recent experience is the
Integrated Soil and Water Improvement Project in Egypt. The following aspects of the ISAWIP project are very similar to ADP I project
components:
• Procurement of plastic drain tubing plant including selection and specification of equipment, preparation of bid documents, supplier negotiations, inspection, testing and canmissioning of plant, and 
quality control of tubing product. Responsibilities included 
advising the Egyptian Project Manager on design and construction of
the plant building and site facilities.
. Procurement of plastic resins and additives of various types for
feed stock for the tubing plant.
. Subsurface drainage system - planning; field investigations, 
including collection and interpretation of data fron drainage test
plots; layout; final design; preparation of construction drawings, specifications and contract documents; and supervision of
construction. Responsibilities included review and negotiation with SI~IC contractor on contractor's selected drain installation equipment.
Open drains and replacement structures - design, preparation of drawings and specifications, and supervision of construction.
Precision land levelling using laser grade control equipment.
Soil improvements by subsoiling and gypsum applications. Responsi bilities included procurement of equipment and assistance with establishment of operation and maintenance shop and training in same.
Irrigation structures improvements.
Water management studies and improvements to irrigation scheduling and application rates.
. Agricultural extension for on-farm improvements.
. Monitoring programs to monitor water quality, salinitv i chemistry, and water-borne diseases. 
Provide training and technology transfer nrrv^- -
y
staff. 
---------- Programs for nationalPage: 3-3 Date: 88 07 22 Ref:
3.0 THE EXPERIENCE OF THE FUM (cont'd)
3.2         Drainage and Irrigation Projects similar to ADP I (cont'd)
In addition to ISAWIP, SNC has been responsible for the successful execution of numerous drainage and irrigation projects ranging from
large regional schemes to on-farm projects. Fact sheets on these
projects are included in the following list.
1.      ISAWIP
2.      Sabana Yegua Irrigation and Drainage Project
3.      Babahoyo Irrigation and Drainage Project
4.      Bow Island Pressurized Irrigation System
5.      McFarlane Creek Agricultural Drainage Improvement
6.      Riverhurst Irrigation Project
7.      Cameron Irrigation Canal and Main Lateral Extension
8.      North Lateral Canal
9.      Chin No. 2 Canal
10.    Vant Creek Agricultural Drainage Improvements
11.    Russell Creek Irrigation Project
12.    St. Mary Main Canal Rehabilitation Km 72 to Km 97
13.    Drainage Investigations
14.    On-Farm Irrigation (4)
3.3            Water Resources Projects
1.      Sidi Saad Multipurpose Project
2.      El Haouareb Flood Control Dam
3.      Kompienga Multipurpose Project
4.      Chamera Hydroelectric Project
5.      Dickson Dam Multipurpose Project
6.     La Grande-3 Hydroelectric Development
7. " Idukki Hydroelectric Project
8.     Vohitra Hydroelectric Development
9.      Fomi Hydroelectric Project
10.    Benkongor Falls
11.   Potable Water Supply of Taza
12.   Lake Diefenbaker Water Use Study
13.   St. Lawrence River Hydrodynamic and Water Quality Numerical Model (s)
sncPage: 3-4 Date: 88 07 22 Ref:
3.0 THE EXPERIENCE OF THE FIRM (cont'd)
3.4        Agricultural and Regional Development
1.      Nepal Water and Power Resources Development Project
2.      Cheliff Basin
3.      Guayas River Basin Multi-Purpose Development
4.      Kairouan Regional Development Program
5.      Cyprus Water Resources Planning Project
6.      Laguna de Bay Regional Development Program
7.      Assiniboine River Basin Planning Study
3.5     Other Relevant Projects
1.     Warri Port - Phase I and Phase II - Nigeria
2.      Nigeria Rural Electrification Study
3.      Estuary Harbour Study - Senegal
4.      The "Spider Network" Project - Ivory Coast
5.      Abu Dhabi Harbour and Airport
6.      Qaseem Electrification - Saudi Arabia
7.      National Metal Works Corporation - Machine Shop, Etc.ww- : lllil-
integrated soil and water improvement PROJECT (ISAWIP)
EGYPT
CLIENT:      Canadian International Development Agency
CAPITAL COST (1986): CDN $87 million
MAJOR PROJECT COMPONENTS:
• Subsurface drainage system design and con struction
• Surface drains improvements
• Drainage pumpstation improvements
• Construction of plastic tubing plant
• Control of aquatic weeds
• Access road improvements
SERVICES: Field investigations, final design, tender documents, construction supervision and project management
•  Irrigation system rehabilitation
• On-farm water management
• Land levelling
• Soil improvements
• Agricultural extension
• Social development
• Training and technology transfer
DESCRIPTION;
Significant areas of agricultural land in the Nile River delta have become waterlogged and salinized. ISAWIP reversed the deterioration process on 30,000 ha by installing a comprehensive subsurface drainage system, improving the surface drains and pumpstations, treating problem soils, upgrading irrigation delivery systems and efficiencies, and strengthening the ability of the farm population to take advantage of improved con ditions.
A high degree of efficiency was achieved in the project by using computer-assisted design and drafting (CADD) technology including electronic total station surveys, digitized data handling and computer plot ting of construction drawings. Provision was made for monitoring of project results usinq remote sensinq from satellites.INTEGRATED SOIL AND WATER IMP
ROVEMENT PROJECT (ISAWIP)
MEDITERRANEAN SEA
PRINCIPAL FEATURES OF PROJECT
Subsudact Drams instalistior
Soil Improvements: Land Area Subsoiled
16 000 ha
Area Dre*nec
3C 000 ha
uengte o* ^atera Drams instahec 
7 750 km
Land   Area   Receiving   Gypsum   Treatment   2   100   ha Land Area Improved by Precise Land
Length o' Col»ecto* Dram* msLai.ec
600 km
2 000 ha
Piasfic Tub«nc Plant
Corrugated D'a«r Tubing
Double Via Tubmg
Maximum Production Rate Surface Drams Improvemenu
utna*r o* Open Drains Improve
of Access Roads improved Aouanc WeeC Contro Eouipmen*
Pump Station Improvements
100 rr !(. 400 mn-
600 rr tc '200 mrr d*o 30rr m«r
100 rn 200 krr
No o* Moir D'amage Pump Station s Improved Aquaf r Ween Contro S/stems
Static Monitoring and ConTrc Systems
Irngotinr System Improvements
No o’ Moir Car a Contro Structures MoOer -zed
^rngrt o< Secondary Canals Improved Mesko improvements (pilot project,
Lane Area
Lengii ot Heodt Supply Linet
U' fa'fi Wclr  M«n' aytflier I PfUQlcili
Levelling (pilot project) Equipment Maintenance Facilities and Program
Soil and Water Laboratory Hydrologic Studies
Hydrometric Network Project Area Water Balance Hydrologic Simulation Model
Agricultural Extension Information Base Demonstration Plots
4
100 k ii
2 000 ha 100 Hi.
1
Information Dissemination Program
Social Development
Rcseline Studies
Skill Training Programs
Ter iifur (ji and f inane tai Assistance Programs
Sper  id  Programs  to  Assibi  Rural  Women  and  Youth hainirig arid Technology Transfer
Or f i it Job Training Program
leclinital Study lours
^.hori Jem Courst training Program
Cooperative I inkogt: Between I yyptian and CanadianSABANA YEGUA IRRIGATION AND DRAINAGE PROJECT
DOMINICAN REPUBLIC
p
p
p
CLIENT:
Instituto Nacional de Recursos
Major project components:
Hidraulicos (INDRHI)
• Aerophotogrametry and mapping
SERVICES:
Feasibility  studies,  field  investiga
•  Hydrological studies
tions,    final    design    and    tender
• Geotecnn-cal investigations
documents    Agricultural    develop
• Hydrogeological investigations
ment program and water manage
• Consumptive use studies
ment for multipurpose reservoirs
• Surface and ground water management
• Soils and agronomic studies
COST 1980:
USS 59 million
• Sociological land tenure and economic studies
• Design of irrigation and drainage systems
DESCRIPTION
The project is  located in the southern region ot Dominican Republic, one of the most promising agricultural areas  of the country  but also the poorest and most arid The primary purpose is to define the optimal development of the 49 500 ha area of influence of the Sabana Yegua dam on the Yaque del Sur River and the Sabaneta reservoir on the San Juan River
Studies were carried out to
•  determine  optimal  utilization  ot  the  i  eservoiis  tor irrigation      electric      powei      geneiation      flood control and use ot giouiul watei
•    design   ot   all   civil   woiks   toi   irrigation   and drainage nelworks
• Bid drawings and tender documents
• determine the most appropriate agricultural development program
• determine the economic profitability of the
proposed development
• prepare documentation for construction and financing of the development
Field investigations, feasibility  studies  and final designs up to tender level were conducted in Santo Domingo with the collaboration of INDRHI counterpart personnel and Dominican engineering turns  Funding was  provided by  the Interamerican Development BankTARAWA VfGl'A IRRIGATION ANO pRAINAGf FROJFCT
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. e ■ .:          AlBABAH0Y0 IRRIGATION AND DRAINAGE PROJECT
ECUADOR
CLIENT               Guavas Rive' Basin Development Studies Commission, CEDEGE
SERVICES  Multidisciplinary  field  surveys  and  studies,  site  selection,  feasibility  study,  detailed  design, bid documents and specifications, expert assistance during construction.
CAPITAL COST  CD\ $ 10 Million 1975)
COMPLETION '978
DESCRIPTION
The Babahoyc Irrigation anc Drainage Project was one of the first components to be implemented under the Guayas Rive' Besm Multi-Purpose Development Plan formulated by CEDEGE with SNC assistance. It comprises three irrigation anc drainage areas totalling 11,000 ha located within the Guayas floodplain, some 70 km north east of Guayaguil, Ecuador's largest city and main port. The purposes of the new project are to serve as a pilot irrigation and drainage scheme for future tropical irrigated agricultural development of 200 000 ha, anc to initiate substitution of rice imports and build a base for a rice export trade as part of a regional agriculture diversification program
V^ater is suppliec by gravity flow from three river diversion and intake structures. Main and lateral supply canals with 1 5H 1 V slopes are concrete lined while 2H: 1V sublaterals and drainage canals are generally unlmec The net work comprises 69 kmi of pnmar y arid 83 km of secondary irrigation canals, 70 km of primary and 6j km of secondary drams i90 km of gravel roads and two pumping stations for drainage of excess waters The project will serve five communities arid 311 surrounding farms entirely devoted to year-round nee croppingBOW ISLAND PRESSURIZED IRRIGATION SYSTEM
ALBERTA, CANADA
TURNOUT STRUCTURE
CLIENT: St. Mary River Irrigation District
SERVICES: Surveys and field investigations
CAPITAL COST (1982): CDNS 6 0 million
COMMISIONED: 1983
final    design,    contract    administra tion and construction supervision
DESCRIPTION
The Bow Island pressurized irrigation system supplies  water to irrigate 2 500 ha of land in southern Alberta. The water is  supplied under pressure and delivered to individual centre pivot sprinkler systems. This is the first such installation of its kind in Canada
The project features
•   an automated pumping station with eight electrically driven pumps
•   an intake structure from the mam suppy canal
•    a  pressurized  buried  pipe  delivery  system  consisting  of  13  km  of  mam  and  3  6  km  of  secondary  lines. The  pumping  station  is  fully  automated  operates  as  a  remote  station  and  delivers  2  3  m3   s  of  water  to the   system   under   a   pressure   of   500   kPa   The   station   automation   uses   programmable   logic   control   for sequence     operation     of     the     pumps     It     also     provides     remote     station     monitoring     through     a     voice communication controller.
The pipeline for the distribution system ranges in diameter from 200 mm to 1220 mm Pipes with diameters of 610 mm and larger are prestressed concrete with steel lining Polyvinyl chloride (PVC) pipe has been used for lines with diameters less than 610 mm The individual sprinkler turnouts are metered and have two control valves and an air release valveBOW ISLAND PRESSURIZED IRRIGATION SYSTEM
PUMPING STATION
PRINCIPAL FEATURES OF PROJECT
Turnout structures
Type............................................. reinforced concrete
Gates........................................... cast iron slidegates
with electric actuators
Pumping station
Pumps................ 6 — 225 kW. electric motor driven
2 — 115 kW. electric motor driven
Control................ automatic with remote supervisory
control and data acquisition
3
Capacity.........................................................2 3 m /s
Distribution system
Pipeline...................................... 9.7 km of Hyprescon
3 3 km of PVC
Size............ Hyprescon, 610 mm to 1220 mm dia
PVC, 200 mm to 610 mm diameter
Pressure ..................................................... 500 kPa
Secondary pipeline............................... 3 6 km of PVC
Size........................ 200 mm to 300 mm/diameter
Pressure...................................................... 500 kPa
Meters........................... 33 — bolt-on, saddle-type
1              — 610 mm diameier tube type
Valves 
80 - butterfly 33 — pressure reducing
15 — gate
TYPICAL CENTRE PIVOT SPRINKLER SYSTEM
NMcFarlane creek agricultural DRAINAGE IMPROVEMENTS
sn■■c ■ I
SASKATCHEWAN, CANADA
CLIENT:                                Saskatchewan Water Corporation
SERVICES:                           Site investigations, hydrology, engineering design, cost estimates, project
economics.
CAPITAL COST (1986): CDN $2,000,000
DESCRIPTION:
McFarlane Creek  is  located in the productive grain-growing region of central Saskatchewan. It drains 50,000 ha of agricultural land between and upstream of the confluence of the North and South Saskat chewan Rivers. The drainage area also includes  important wetlands  for waterfowl. Inadequate channel capacity  and poor drainage within the basin result in flooding of 5000 ha of agricultural land particularly during spring runoff.
SNC developed a water management plan for the basin which centered on increasing the channel capacity and improving agricultural land drainage without adversely  impacting on waterfowl production. The plan was based on economic feasibility of various options and public input. The options investigated include:
•   Agricultural land drainage;
•   Diversions;
•   Channel improvements including rehabilitation of existing structures;
•   Dyking;
•   Upstream water control and detention storage;
•   Land management.RIVERHURST IRRIGATION PROJECT
SASKATCHEWAN, CANADA
CLIENT:                             Saskatchewan Water Cor poration
SERVICES:                       Field investigations, cost
estimates,
economic 
evaluations,
engineering
design,
construction
supervision  and  commis sioning
CAPITAL COST (1986): CDN $96.6 million BACKGROUND:
The Riverhurst Irrigation Project is one of several ma jor irrigation projects  in south-central Saskatchewan that use Lake Diefenbaker as a water supply source. Lake Diefenbaker, created in 1967 by the construc tion of Gardiner Dam on the Saskatchewan River, has live storage of 4,000,000 dam .
3
The   irrigation   potential   in   the region includes:
•   Riverhurst
•   Thunder Creek-Mortlach
•   Bridgeford-Tugaske
•   Grainland
•   Luck Lake
•   West Side
•   Blackstrap
Lake Diefenbaker
-   10 500 ha
-   12 400 ha
-     8  100 ha
-      7  000 ha
-     6  100 ha
-   24 300 ha
-     1   600 ha 70 000 ha
PROJECT DESCRIPTION:
The Riverhurst Irrigation Project consists  of a pipeline system delivering water under controlled pressure to irrigate 10 500 ha in the Riverhurst area. Facilities are also included to provide water for the 12 400 ha Thunder Creek-Mortlach irrigation development and for waterfowl projects  along Thunder Creek. The Riverhurst project features:
•  two major, fully automated pumping stations to lift water 60 m from Lake Diefenbaker to the general level of the irrigable land;
•  a pressurized pipeline distribution system with 32.9 km of main line and 73.5 km of secondary distribution;
•  one major automated pumping station and 12 in-line booster stations to maintain system pressure; and
•  development in four separate stages.RIVERMURST IRRIGATION PROJECT
PRINCIPAL FEATURES OF PROJECT
South Bev Pumptng Station
1 2 electncalh driver turbme pumps
2 @ 400 hp - 145 m heac
n
3 (o' 1800 hp - 145 m heac
Booster Pumping Stations..........................................12
Typical Station three, 300 hp pumps operating under 19.3 m of head with total discharge capacity of 2.3 m /s.
3
7 (a * 800 hp - 76 m heac
Capac
'tv
11 7 rrr s
Ccm o
r
l
automatic with programmable logic
Norrh S'te Pumping Station
Capac'tv
Contro
8 eiectncallv driven
turbme pumps
2 @ “200 hp - 128 m heac
€ @ 1800 hp '28 rr heac
6.2 m- s
Control               automatic with programmable logic. Pipelines
Mam Lines: Length........................................ 32.9 km Size - 762 mm to 1220 mm diameter
Material........................... coated steel
Branch Lines: Length..................................... 73.5 km Size - 200 mm to 600 mm diameter
Material.....................PVC, series 160
Canal
automatic with programmable logic
Length
............................................... 11.2 km
Sideslopes ....................................................... 3H: 1V
Bottom Width ...................................................... 5.0m
Discharge Capacity......................................... 9.3 m /s
3
Stage 3 Pumping Station
Capac'tv
Contro
8 electrical! v driver
turpme pumps
4 @ 750 hp 95 m heac
4 @ ' 40C hp - 33 m heac
12.8 m- $
automatic with programmable logic
Control & Turnout Structures..................................... 23
Road Crossings ......................................................... 10
Farm Tumouts
Number of Turnouts.................................................. 200
All    turnouts    have    pressure    reducing    and    flow control valves
Maximum Pressure .......................................... 410 kPaCAMERON IRRIGATION CANAL
Al Bl BIA CANADA
D ’CH NG MACH N =
CLIENT:
SERVICES:
St Mary River  lrr gar
Field surveys g e - j t e c ’ ’ ' : 3  ■, - < • a ’ administration and c. •>:
s ‘ease r . S’ - •
CAPITAL   COST   (1982)  CDNS   6   0 COMPLETION 1978
DESCRIPTION
The St Mary River Irrigatmn Dist c: . of rehabilitating and enlai ying't> svs!-
.        ..j -              ga - ’ - -^00 ^a                   >.       > m          car-’ OlO a ^e<,a^e< _a a
of the overall upgrading pug*a ” The project involved leshai- >g 1 ea
1
structures The ungmai <a a was bi a
> -•-* '4 ar . Ae ca'a a ec 3c
J pa rai " Dounda es w^ <.
-  :^e  process ? -a ect >s part
"g  ail  control :^rn reduced
efficiency of many tai m upei aliens The alignment of the new canal was set to improve farm efficiency
and output after consultations with local land owners
Amaioi portion ot thecanal crosses a t o: ow ai ea wn ch lequued that ,t be consructed largely  as a fill section In tins  section wjte> levels  . > tie conai ai e n.gnei than the surround ng water table Thecanal was  lined with concrete to pievent seepage and subsequent salinity  problems  Construction featured the use of automated vhL '0 a. es j sf s  m ^ed concrete r >g
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PRINCIPAL bEAlUKES 01* PROJtl I
Area irrigated
lutal
Unlmed canal
L eiiyih
Bollum width
t xi aval if 11 Dischjige capat iiy
Concrete lined canal length
Buttoni width
4 300 ha
Check structures Numbei
T y pe
2
reinforced concrete
I 9 0 km Drop structures
2 4 m Numbei 2
.’00 000 IIr
4 0 hi •> Turnouts
Numbei .................................................................................. 10
IS 0 kill
I2m5IK
NORTH LATERAL CANAL
ALBERTA, CANADA
CLIENT:
SERVICES:           Field surveys, geotechnical investigations, feasibility study, final design, contract adminis tration, construction supervision and quality assurance.
CAPITAL COST: CDN $1.0 million
COMPLETION. 1976
DESCRIPTION
The North Lateral Canal project comprised the construction of a new 20.2 km canal to replace two existing canals and to supply water to additional irrigation area. The North Lateral Canal improved alignment and corrected the severe seepage problems from the old canals. The soil throughout most of the canal length
is a lacustrine deposit consisting mainly of highly erosive and relatively permeable silt. Four kilometres of the canal had to be lined with concrete to prevent seepage losses. The lined portion of the canal passes through gently rolling terrain and sandy soil
PRINCIPAL FEATURES OF PROJECT
1
Unlined Canal I              Length
Side slopes I             Bottom width
15.2 km 2H: IV
4.3 m
Check-drop Structures Number
Type
iq
reinforced concrete
Height of drop1.0 to 4.0 n
I
1
Concrete Lined Canal
Length
4.0 km
Side slopes
I.5H. IV
Bottom width
0.6 m
Check Structures
Number
Twe................................... '.ste
Turnouts
Number
I
a
<0
St. Mary River Irrigation DistrictCHIN NO. 2 CANAL
Al HERTA, CANADA
CLIENT:                     St. Mary River Irrigation District
SERVICES:
Field  surveys,  geotechnical  investigations,  feasibility  study,  design,  contract  administra tion, construction supervision and quality assurance.
CAPITAL COST:        CDN $1.9 million
COMPLETION:          1981
DESCRIPTION
The Chin No. 2 project consists of 8 km of main canal and 6.3 km of laterals. The old main canal was severely eroded. In addition it was located along the land contours causing severence problems within farm bounda ries. The new canal was relocated along boundary lines to optimize land use. It was enlarged to a maximum capacity of 6.4 m /s. Several drop structures were installed to eliminate erosion problems and concrete lining
3
installed where necessary to reduce seepage problems.
PRINCIPAL FEATURES OF PROJECT
Canal — Unlined
— Length.................................................... 7.45 km
— Sideslopes................................................. 2H:1V
— Bottom width.............................................. 3.5 m Canal — Concrete Lined
— Length ....................
— Sideslopes...............
— Bottom width........... Pipeline — Polyethylene
— 360 mm diam.........
— 400 mm diam........
— 610 mm diam.........
3.167 km
. 1.5H.1V
....6m
. .469 km
1.547 km
1.705 km
Structures
Drain Inlet Structures................. 5 surface drainage interceptors
Check Structures (Precast)............................ 14
Chute Check/Drop...............................3 2.1 m drop
Vertical Check/Drop.............................1     .3 m drop
........................ 1   1.0 m drop
Pipe Drop..............................................2  .82 m drop Turnouts
Number................................ 41VANT CREEK AGRICULTURAL DRAINAGE IMPROVEMENTS
CLIENT:                              Saskatchewan Water Corpora: on
SERVICES:
Site    investigations    h\drologv    eng.neemg    ces.gr    cost    estrrates    zroec: economics.
CAPITAL COST (1986):     CDN $500 000
DESCRIPTION:
The 22.000 ha Vant Creek dramage basin is locates near Sheilbrook in central Saskatchewan Inadeot are outlet channel capacoy and poor land dramage cause flooding on 1 300 na of proaucnve land m X™ Improvements to the outlet channel and the land drainage system were investigated and a deskm nfaZ the basin was developed. The improvement options were costed ana benefits determined Lbfir ~ involved in the development of the plan through interaction between tne p.anners and
in the basin. The options investigated included: k aPC owners
•   Agricultural land drainage;
•   Channel improvements,
•   Dyking;
•   Upstream control and retention storage.RUSSELL CREEK IRRIGATION PROJECT
;askArrHFWAN Canada
CLIENT: Saskatchewan Water Corporation              SERVICES Field investigations, engineering design cost estimates
DESCRIPTION:
The Russell Creek Irrigation Project provides water to irrigate 360 ha m the semiand area of southwestern Saskatchewan. The project consists of a water supply reservoir with 1600 dam  of live storage a secon dary balancing reservoir and 5.1 km of open canals. Unaccountable water losses of 30% occur m the pro ject delivery system. To reduce system losses in this water deficient area SNC investigated five replace
1
ment systems:
•   Pump station with high pressure pipeline
•   Pump station with low pressure pipeline
•   Gravity pipeline network;
PRINCIPAL FEATURES OF REPLACEMENT SYSTEM OPTIONS: PumpStation with High Pressure Pipeline
•   New open canals.
•   Seepage control on existing canals.
Seepage Control of Existing Canals
Length
5 10 km
Bottom width
2 4m
Control structures 
16
Capital Cost (1985)
CDN$ 640 000
Pump station
Length
Diameter
Pipe Material Capital Cost (1985)
Gravity Pipeline Network Length
Diameter
Pipe Material Capital Cost (1985)
440 kW 4 62 km 500 mm
PVC
CDN$ 1.100,000
5.48 km 600 mm A 500 mm
PVC CDN$ 780.000
PumpStation with Low Pressure Pipeline Pump station
Length Diameter
Pipe Material Capital  Cost  (1985)
New Open Canal Length
Bottom width Control structures Capital Cost (1985)
110 kW 4 62 km 450 mm
PVC
CDN$ 660 000 2 14 km
08m 10
CDN$ 560,000ST MARY MAIN CANAL ENLARGEMENT
location map
CLIENT              St Mary Rive
jar           -■
■•
SERVICES         F ield                                           1
11 design contract
administration md mstr ictun super-? s .
CAPITAL COST  (1982) CDN$ / 0 -r
COMPLETION: 1985
DESCRIPTION
The Waterton, Belly and St Mar\
■ ..
•
<'
:
are the principal sources of watei f r Sr Mary Rive
>yste
:
::
connecting the system extends 400 km across southern Aibeiia It supplies irrigation water
155 000 ha of land in four irrigation districts  and numcipai water to 1 1 communities  with a total
population of 13 000 people The Govei uneni Aibe a o . .• • • bai ked m a 3334 n
gj••
enlarge  the  main  canal  and  upgr  ade  the  system  to  sei  v  ce  an  additional  50  000  ha  or  it  gable  and  a  mog its route
The   St   Mary   Mam   Canal   Enlargement   project   s   pan   of   the   overall   expansion   program   T   m
requires enlarging 25 km of the mam delivery canal icr nmodate a discharge i. :.
24 m* s to 34 m ’ s Some sections of the canal wei e realigned to optimize land use Identification and design of measures to control seepage from the canal to adjacent land received special attention Canal seepage is a md|oi cause of increasing soil salinity problem in the area
■:•
Consliuclion schedules  vveie devised to ensure no disruption to the delivery  or water during rhe irrigation season horn mid Apiil to late Octobei Excavation and other construction activities  were earned out in wmlei undei hozen giound conditions  The project included the replacement ot tumours, check stiuctuies. road and sei vices ciossmgs. and pi election against sideslope erosionMARY MAIN CANAL ENLARGEMENT
SPILLWAY DISSIPATION BASIN
PRINCIPAL CHARACTERISTICS OF ST MARY RIVER IRRIGATION SYSTEM
Headwater storage reservoirs Walerton 100
St Mary 350 hm3
Off-stream storage reservoirs
'
PRINCIPAL FEATURES OF ENLARGEMENT PROJECT
Canal
Length25
Sideslopes2H:
Bottom
Slope protectiongravel
Check structures
Number
Type reinforced concrete
km 1V
width14m
■■
M
M
Milk             River             Ridge             120             hm3
Chin
Reservoir                  170
Inn3
Miscellaneous00 Inn3
Live storage
2
Total
Main canal
800 Inn3
Gates
Number6
Height
4.5
m
Length
400 kin
Width.....................................
................................ 2.1
m
Irrigation districts
Te
YP hinged, over shot
St
Mary 
River
110 000 ha
Turnouts
Magralh........................................................
Raymond.....................................................
Taber ..........................................................
Area irrigated Total
.. 4 000 ha
. 13 000 ha
. 28 000 ha
155 000 ha
Number
Seepage control Method
plastic lining, tile cutoff, trench439t REV
snc
DRAINAGE INVESTIGATIONS
SASKATCHEWAN, CANADA
CLIENT:             Saskatchewan Water Corporation
SERVICES:       Site investigations, aerial photo interpretation, engineering design, cost estimates, liaison
with farmers
DESCRIPTION:
Drainage improvements  on agricultural land in the Canadian prairies  often lead to drainage problems  on neighbouring land. This  condition has  given rise to formal complaints  in the east-central region of Saskat chewan which require investigation and resolution.
SNC  was  commissioned  by  the  Saskatchewan  Water  Corporation,  a  Crown  corporation,  to  investigate  and devise solutions to six drainage problems. The solutions included:
•   Surface drains;
•   Channel improvements;
•   Diversions;
•   Dyking;
•   Land management.
o
coON FARM IRRIGATION
C . f ppnw                            Afr MF 0A*|
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CLIENT:               Saskatchewan Water Corporation COMMISSIONED ’936
CAPITAL COST: CDN $116,300
SERVICES F eid survey, feasibility study detailed
design cost estimate
DESCRIPTION
The Government of Saskatchewan, through its  Water Corporation, has  a program to assist individuals  with their on-farm irrigation development. Under this  program SNC was  commissioned to provide engineering services for the Huron Hutterite Colony farm
The supply of irrigation water for the 42 ha project was taken directly from the Qu'Appelle River The irregular shaped property  required a combination of various  types  of on-farm irrigation equipment The project features:
•   three travelling sprinklers
•   a portable gun
•   hand move equipment
•   two propane powered pump units
•   aluminium, water supply lines
h terrain o» the area required a variety of equipment Limited space for travelling sprinklers, low infUtration rates and high soil moisture depletion rates were signification factors considered in designSIDI SAAD MULTIPURPOSE PROJECT
ZEROUD RIVER. TUNISIA
CLIENT: Ministere Tunisien de I'Equipement
CAPITAL COST:            CDN$ 175 million
COMMISSIONED:         1982
SERVICES:  Field  investigations,  feasibility  study 
final   design, ment
construction
manage
PURPOSES:
Flood control
DESCRIPTION
The Sidi Saad project is located on the Zeroud river 150 km south of Tunis. The primary objective of the project is to provide flood protection to the city of Kairouan and its environment.
The Kairouan plain is  subject to highly  variable flooding at irregular intervals. In the fall of 1969, four successive floods  with a peak  intensity  of 17 000 m /s inundated the plains causing severe
3
damage.
The Zeroud River basin drains  an area of 8 575 km2 emcompassing the south eastern slopes  of the Dorsale range to the eastern extremity of the Atlas range In the fall, cyclonic storms in this basin produce precipitation which can reach 300 mm in 24 hours
The project comprises two earthfill dams with a volume of 7 5 million m3. The dam foundations 
protection of 150 000 ha
Irrigation of 4 000 ha
were extremely  weak, particularly  at the saddle dam site Bedrock consisted of alternating bands of marls, karstic  limestones  and sandstones  A residual angle of shearing resistance of 10 5 degrees  for the foundation, required extensive stability  analyses  to determine stable and economic  slopes  Dynamic  and static  analyses were performed for the established earthquake loads  to optimize the slopes  Liquefaction susceptibility analyses were carried out to confirm that the mam dam could be founded on the alluvium
A  6  900  m3/s  uncontrolled  spillway  is  located between the two dams The 2 000 hm3  reservoir capacity is dedicated as follows
• 1 790 hm3 for flood control 80 hm  for irrigation
130 hm  dead storage
3
3SIDI SAAD MULTIPURPOSE PROJECT
MAIN DAM - TYPICAL SECTION
PRINCIPAL CHARACTERISTICS OF PROJECT
Drainage basin
Area.................. Annual rainfall Design flood .. WO year flood
Reservoir
Volume...........
Area.................
Main dam
Type................... Crest length .... Maximum height
Volume................
Foundation..........
...8  575  km2
....... 300 mm 32 500 m3/s 16 500 m3/s
2 000 hm3 ..110 km2
earthfill with clay core
....................... 560  m
........................... 82  m
........... 4  438 000 m3
.. limestone and marl
Saddle dam
Type............................... zoned earthfill embankment
Crest length....................................................... 520 m
Maximum height..................................................49 m
Volume.................................................. 080 000 m3
Foundation.................................. marl and limestone
Spillway
Type....................................... ungated, free overflow
Crest length...........................................................60 m
3
Capacity..................................................... 5 400 m /s
Outlets
Type....................................................... 5 — ungated
Dimension.............................................. 4mx 4.75 m
Capacity..................................................... 1 500 m3/s
O
lev 1 84EL HAOUAREB MULTIPURPOSE PROJECT
WADI Ml RGIJf11 II DJNI'JA
CLIENT: Ministere Tumsien de I'Equipement CAPITAL COST: CDN $ 100 million COMMISSIONED: 1988
SERVICES: Field investigations, feasi
PURPOSES:                Flood contro
Protection of 150 OOC ~a Irrigation of 2240 -a Water supply 19
bility    study,    final    design, construction management
DESCRIPTION
The El Haouareb project, located 200 km south of
Tunis,   consists   of   a   earthfill   dam   across   Wadi
Merguellil,  in  the  last  valley  constriction  within  the
Dorsale  mountain  range,  before  the  Wadi  enters 
the Plain of Kairouan
The three purposes of this dam are
•  To  control  the  sudden  floods  of  Wadi  Merguellil
that   regularly   cause   severe   damages   to   the
Kairouan Plain The peak discharge of the 1/100
year   flood   is   4,200   times   greater   than   the
average  discharge.  This  project,  which  comple
ments  BOURGUIBA  DAM  at  Sidi  Saad  on  the
Wadi Zeroud a further flood control project
designed and constructed by SNC and naugc-
rated by President Bourguiba in June 1982
ensures total protection of the Kairouan P a -
•    To  regulate  the  natural  inflows  of  the  Wadi  fo’ sprinkler    irrigation    of    2,240    ha    just    down stream
•    To  permit  complete  infiltration  of  the  water  in the  Kairouan  Plain  water  table  This  water  table is   used   as   a   large   water   reservoir   free   of evaporation,  out  of  which  an  annual  volume  of 19 hm3  can be pumped to provide a first quality water supply for the towns of Sousse and SfaxI
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k
GENERAL ARRANGEMENT
Dam
Type
Crest   length   .... Maximum   height Volume Foundation
Intake
Single gate
Earthfill with clay core
...................... 1475  m
lined m
50
m
............. 2 780 000 m3
........................Granite
3.5 m * 6.7 m
Headrace tunnel TypeConcrete
Diameter3.50
Length 101 m
Spillway
3
Capacity 580 m /s GatesTwo —4.5 m x 10.0 m
DAM - TYPICAL SECTION A-A
3 cc 
ui
8CHAMERA HYDROELECTRIC PROJECT
HAVIfllVHI IIIMACHAI PHADFSH, INDIA
CLIENT:              National Hydroelectric Power Corporation (NHPC)
SERVICES: SNC/ACRES - JOINT VENTURE
SPILLWAY MODEL STUDY
CAPACITY:           540 MW
CAPITAL COST 1990: CDN $1.2 billion (est.)
Field investigation program, geological and geotechnical studies, feasibility study, engineering, procurement, project management, construction management, training, commissioning and technology transfer programs, financed by  the Canadian International Development Agency  (CIDA) and the Export Development Corporation of Canada (EDC).
DESCRIPTION
In early 1981, the Chamera Hydroelectric Project, located on the Ravi River near the town of Dalhousie in the State of Himachal Pradesh, was selected by the National Hydroelectric Power Corporation (NHPC) as a model project for accelerated development of hydroelectric power. Using the most modern geophysical and drilling equipment, and supported by helicopters, NHPC and SNC engineers and technicians completed the entire field investigation and feasibility study in a record time of eight months.
In 1984. after two years of negotiations, Loan agreements were signed between the Canadian International Development Agency (CIDA), the Export Development Corporation (EDO and the National Hydroelectric Pow er Corporation (NHPC) to fund a Canadian package of equipment, material and services totalling some CDN $620 million. Construction began in April 1984 and it is  planned to complete the project by  April 1990.
The site is situated in a highly active seismic zone of the geological range of the lesser Himalayas, which is formed mainly of successive steeply dipping beds of phyllitic quartzite slates, carbonaceaous phyllites, quartzites and volcanics. The entire sequence is highly folded and faulted. Two major regional thrusts are exposed in the project area.
The dominant features of the project consist of a 155 m high concrete arch gravity dam stradling a narrow V shape gorge of quartzitic phyllites; a 9.5 m diameter, 6.5 km long power tunnel passing through two major thrust faults and cutting across successive beds of squeezing ground: an underground powerhouse complex in frac tured volcanic rocks containing 3-180 MW units; and a 2.4 km tailrace tunnel passing under the Ravi River.
The spillway, designed to safely pass the maximum probable flood of 26 500 m /s. is located in the center of the dam. Four low level sluiceways are located in the dam.
3CHAMERA HYDROELECTRIC PROJECT
Power is transmitted from the Chamera Powe house va a Doub^ C« cu
r
r
510 km m length which has an intermediate substation at Moga a~d
r
r • *100 kV transm SS'O'"1
s ^a.,0.^ 3* h $sar rxyt** ^cu ts to msure re' ab tv
of Delhi The transmission Ime is rated to vansmrt 500              ^a eav* o t w of transmission
PRINCIPAL CHARACTERISTICS OF PROJECT
Drainage area
Tota area
Lone term average fiov. Maximum probable fiooc peak Standarc project flood peak Diversion fiooc peak '1 30 yea?
Reservoir
c 725
207 m2 s 
26 500 m2 s 
18 600 m2 s 
Surge shaft Type Height Diameter
125.0 m2 s    Tailrace tunnel
Area
Live storage Total storage
Power tunnel Type Lengtn Diameter Capacity
9 5 km2
109.6  /  W  m2
391.3 / 10* m2
concrete lined, horseshoe
6 480 m
9.5 m
350 m3/s
Type
Length
Diameter Downstream surge shaft
Type Height Diameter
restneted onfice 103 m
25 m
concrete lined horseshoe 2 370 m
9.5 m restricted orifice
70 m 35 mCHAMERA HYDROELECTRIC PROJECT
snuww St;V>KCHANIERA HYDROELECTRIC PROJECT
•*r ir
■V • •                   HwvstoO
. AVOl” JNOfRGROUND POWERHOUSE AND SWITCHYARD
Transmission. system
...
Numbe* anc ’.yp<
uengV
□♦emetr Powerhouse
Type
S*z«
insteiicC < epacits lurttmet
Type
Rater oulp-j RateC •*!»<■ RatcC spceC
Generator* Rated out pa' Powt’ lai Io1 VOHogc
1 ifqut' u
IV'
r
partifi concrete          H i^ s’w *nec
/St n E S <▼ 1'<* J' atmc »nt<
'• SOn hon/or ’.a Drencher
tOe-’u'o J' iC
.f •• .>rtQf 1 Voltage
Substation*.
Numbc'
Rating
510 km double circuil 400 kV
2
2 > 250 MW each
/’G"
11; '
3f Off hip’ *>4Z MV.
f • &nci:. th/ MV.
Tfet "
'.' . ....
LatiSllHniei:
NunMjr
lypc
Rain K.
VoHagt
Kiwr yaiieiahoi
Annual corigy
Pl|lhal\ t ncHjv
Sr» iH<da» y rnr»g> Swiichyawd
lypt nut! si/c Vollacjr
j' W Ji
(j &
t< r..
9
it QFVi/l /1. M V/
1. t AD1
IJ
k> gwi
/Hi GV;i H7.- GWl
Uiilduol Git            140 n        Ill ii 4O<, I
C.ifi till litrakv*:                                                                                                                                            bit
t UUlPMt N i bi IN< uHli'H I » n« >lv 1 » ’ImIv i 1 ‘it *DICKSON MULTIPURPOSE PROJECT
HF D DF F R FIIVFP A! FJFRTA CANADA
CLIENT              Alberta Environment CAPACITY         20 MW
COST 1981        CDNS I 12 million COMMISSIONED 1983 DESCRIPTION
SERVICES      S nves: ga* c's a^g ^ee 'g
eper’ "ode rest ng ' na jes gn oroject and consr-c: en -'a 'age
rent n assoc a: ' a-:*' WVA
The   Dickson   Dam   is   located   on   p'e   Red   Dee   Rive;   dwav   between   tdmor-e   and   Da   ga The principal objectives 4 ne pi jeci ate
•   io piuvide a mm 11ti • eg u idled tk«w . 4 16 >• 
•   io provide flood conn<il
•  lu create a i eo edimii aiea and i»«p» >,»ve tisn habitat
■ annance water quality and ass s: 'clv a 3 wt ■
•   topi i v ide 20 MW l 1111111 e ‘ v di eiei 11 i jenei at mg capacity
I he pi Ojei. i in's* sis I J 40 • ■ 1 gl >h mi ii .i*.j«• * 6
\ • • 4 editntill dykes a 2 600
■» qa .ed Se: v me
sp.iUvdr JiHi j 2 800 ■                 > e» iiiLne ' ..>c mug emergency spillway
I' i e gei1 'g » i i1 it. - i c . • t loisl > I ii 11. v Ki i _md g idi id I ■ lepi 'si l S <>v ei ly nig adci a ’. ng sedi .'••er:j> \ avei s of
1 1 '1 >’ 'i *id * •-' i ' mi
;
h •» i <' i n< i d v sU * i < u a i id i <ds ti me w11 n . nmi?« bed s 4           • eSt * c . ds. •«• t? a nd
w< di\< claystone and shale have acute swelling and <ebound characteristics and low iwsidudi     angles     ut     tiiclion     i0     h         hi     lequiring     special     design     and     construction     techniques     SMC
>1 I I I • ■' I“UI > md >|ilii sei Ck StablllCeiS h-t
s e rv. IVd iDICKSON MULTIPURPOSE PROJECT
Due to the weak  shear parameters  ol the bedrock  the ma,or concrete structures  of the spillway  required estens-k-e anchoring to bedrock  to ensure stabilitt against sliding failure A comprehensive drainage K\-vtem was provided m the headblock chute and stilling basin which inclu e
•   a d'a^aoe aall?r\ with a senes of vertical dram holes
•    nter-connected sub ba^e gravitx drainage ,n the chute
•                   sub base drainage m the stilling basin
PftHtCtPA CHARACTERISTIC* Cd PRGJiC’
A***
IdU/ (zoueOM f*ocx
>M»W
p*"*'**
* tZ
z/ **■ j
/1
5a<r
’n*
n*«igh’
'•5* lengu
fOu'WjatKX
UxaHMt
tin
pau a>«a<U
'-Xtas
GapBOfy
rtraAJ
</ I-
4*,
fr « /. r t (
.            D» i
CliMiibu I UM p'uy
U>»!aiiaC Opacity
■ afUdtot
•fl*
'aux '«o«r.
(*»/«•/alo<
•A*'!*
xUKayc
puwe taLiui
LyUe
hana*
opa*-.i»
iM.axt
homogenous earth!ill
40 m
650 m 3 500 000 mJ 
shale siltstone sandstone
surface 20 MW*
2 Kaplan 300 rpm
30 m
2       1 1 MVA 13 8 kV
09
•>NAN ONAt
U MVA
3
-> o          <vM
d
u
d
A
II U
n
A
A
A
A
A
1
1
J
11
LA GRANDE 3 HYDROELECTRIC DEVELOPMENT
Spillway
Type
Capacity
Gates
Energy dissipation
-’’urge oas»r A ctr
z xcavaror -jurdar or
-r ired
’ "CC 2CC -n- arcrr'%osi:e
.'t        -
ONU III
'33 SC 1 VAlLA GRANDE-3 HYDROELECTRIC DEVELOPMENT
DVKE 32
DYKE 24
r ockf ill
3 930 m
Dykes
Number  .  .  .  .
Crest length
......... 67
22 7 km
100 m
Embankment types
Ano»-?hoSHe
rockfill ...........................................................
.... 3
maximum heigh’.......................................
. 64 m
sand and gravel fill........................................
. . . 26
maximum height.......................................
49 m
*
•< o* *i' ft <- rrife.r oarr and dykes
cX rr . .<,* <■’
homogenous fill.............................................
.. 17
maximum height ......................................
37 m
free board dykes ..........................................
. . 16
maximum height ......................................
2 5m
s/metrical       with       downstream       pool
... 4
maximum height
13m
cofferdam
... 1
maximum height
15mLA GRANDE-3 HYDROELECTRIC DEVELOPMENT
LA GRANDE RIVER. QUEBEC, CANADA
CLIENT:             James Bay Energy Corporation INSTALLED CAPACITY: 2 304 MW
CAPITAL COST: CDN$ 950 million
COMMISSIONED: 1982
DESCRIPTION
The LG-3 development with an installed capacity of 2 304 MW is  one of four major hydroelectric projects  to harness  the 11 409 MW potential of the La Grande River in Northern Quebec
The project consists  of a 100 m high rockfill dam and a 12 unit surface powerhouse which will guarantee an annual energy  production of 12 300 GWh
The 2 420 km reservoii is  co ma ?eo b\ 61* da ms and dykes  requiring 34 m ons  or r The over all crest length is  26 6 km Design or me dams was  dependent on mateiial a^a ab tv  and involved locktill and sand and giavei structures with cential coies  ot glace till as  well as homogenous  eai thrill stiucti.ies  with chimney di dins
A IO 2 20 m ‘ s spill wav P‘ o\. ides roi r1 ood conn ol It consists of a 100 m wide gated ovei flow and ski lump *20 wide pi< igc pool in ccK acts as the
stilling basin
SERVICES:         Field investigations p*e engineering final des 
nary
and
technical assurance d-nng construction SNC was  eacer of a joint venture wim Carter Engi neering
The surface powerhouse is  fed by  12 underground penstocks  of 7.6 m diameter Francis  turbines provide power to twelve 192 MW generators.
PRINCIPAL CHARACTERISTICS OF PROJECT
Reservoir
Volume ............. Live storage
Area................ Regulated flow Drainage basin
Penstocks
Type Inclination
. . 60 km3 25 2 km3
. 2 420 km-’ 2 152 m3 s 
.63 900 km- underground
50°
Diamete cone ete Dia note stee.
'eu              sect              on7              6m
sect on . .
6 4mLA GRANDE-3 HYDROELECTRIC DEVELOPMENT
Powerhouse Type
Number of units Installed capaotv
Load facior
Dimensions
Turbines
Type
Power
Speec Nomma flou
Pared neac
Generators
surface            Power202 MVA 12                     Power factor0
95
2                304 MW     Voltage................................................................ 13.8  kV
0 67 3125 mx 32 m x 135m
Frequency60 Transformers
Hz
TypeONAN
. Francis Capacity260 MVA 195 450 kW Voltage 13.8/735 kV
112 5 rpm
3                214 m-/s 79 2 m
POWERHOUSE ANO INUHt UNDER < ONSIHUf HONTL
VOHITRA HYDROELECTRIC DEVELOPMENT
ANDEKALEKA (ROGEZI, MALAGASY DEMOCRATIC REPUBLIC
GENERAL ARRANGEMENT
T
CLIENT:      Canadian International Development Agency (CIDA)
and Jirama (Power and Water Supply Agency  of the Malagasy  Democratic Republic)
CAPACITY: 112 MW
Stage  I  :  2  -  28  MW  units;  (1982) Stage II: 2 — 28 MW units
1I
CAPITAL
COST:         Stage I : CDN.$ 86.0 million (1977) Stage II: CDN.$ 12.2 million (1977)
SERVICES:Review  of  available  data  and  program for   complementary   field   investigations, including   its   supervision   and   results evaluation.     Engineering     design     for selected layout and for all project com ponents  including  transmission  to  An tananarivo,     and     prequalification     of contractors.
r
T
DESCRIPTION
The site of Andekaleka is located on the Vohitra River which flows eastward to the Indian Ocean. The project is 
located along the railway line joining the East Coast Harbour of Tamatave with Antananarivo.
The project is a run-of river plant developing a head of 238 m between the diversion dam on the Island of Anosibe near the Village of Andekaleka and the tailrace outlet near the Village of Lorihandava. The shape of the Vohitra River in this reach is suitable for a diversion type development with all structures except the diversion weir being underground. The project comprises a diversion dam or weir, a river intake, an unlined low pressure tunnel, a sur ge tank, a concrete lined penstock tour steel lined penstock branches with spherical valves, an underground power house designed foi tour 28 MW units, two of which were planned to be installed in a first stage and two at a later stage, a tailrace surge chamber and unlined pressure type railrace tunnel.
The  rock  ot  the  region  consists  of  highly  metamorphic  crystalline  gneiss  with  mount3inscharacterized  by  a  thick layei of latente on the crests decreasing on the slopes, and by outcropping sound rock at river bed level. The laterite covet consists ot successive layers of sand and weathered gneiss down to sound rock at depths up to 45 m. Rock jointing is sparse and tight
JLA GRANDE 3 HYDROELECTRIC DEVELOPMENT
r«oss s*c*»o*
Pnwr<*>o»iw
’ »p»
s.j^ac*
Generators 
Powe'
’2
Powe' factor
.202 MV A
......... 0 95
S *•'?»• c* ■'
; 3frt MV.
Voltage
... 13 8kV
I
0 67
f reqtjenc\
. 60 Hz
'«e< ’* ’<•
• . ’ ” > 32 " • ’ ? -
I ranstormers
..ONAN
• t*
IMee
Hk ' ‘ **
P<*ncn
q- 45' rZ
Z« <
Cape* >’v Voitagi
260 MVA
13 8 735 kV
■
■
I
I
» i »Af ♦■ i
fl, H ■ I » •
»»«. II
• . ii
I H H,sn
VOHITRA HYDROELECTRIC DEVELOPMENT
ANDEKALEKA (ROGEZ), MALAGASY DEMOCRATIC REPUBLIC
GENERAL ARRANGEMENT
CLIENT:       Canadian International Deveioomer: Agency (ClDA)
and Jirama (Power and Water Supciy Agency  of the Malagasy  Demccratx Republic)
CAPACITY .112 MW
Stage I : 2 — 28 MW units. 1982 Stage II : 2 — 28 MW units
CAPITAL
COST Stage I CDN S 36.0 -rilicr 1977 Stage II: CDS S *2.2 —iilicr *977'
SERVICES Review ava ac  e zata arc  program for compier^ertar, ~e-c  rvessgatons. including ts  suce^-sxrr arc  results evaluation Engmee^rg zesigr for selected avout arc  a«l project com ponents  reading trarsmissjcr to An- taranarivc. arc  precuaiihc3tion of contractors.
DESCRIPTION
The  site  of  Andekaleka  is  located  on  the  Vonitra  River  which  hows  easrwarc  to  the  roan  Dcear  The  project  s located along the railwav me iommg the East Coast Harbour of Tamat3ve with Artanararvo.
The project is  a un of i vei plant developing a need of 238 n between the diversion cam on the SA3nd of Anosibe neai the Village of Andekaleka and tne tailrace outlet near the Vllage of Lonbandava ^he shape of the Vohitra Rive« m this  eat n b suitable h?i a Jiveision tyoe development with ail structures  except tne diversion weir being undeigiound I he .••ie<- ompisesa .Mveision Jam or weir, a fiver ntake. an -rupee cw pressure tunnel, a sur- ge tank  j *-m. <eie'ii‘cc  -cnstvk  k w ->ieei med oen stock  branches  with sphere ai waives, ar uroerrground power house designed >< ■> » VIW ms '.wo of which were planned to be rstailed n a hrst stage and two at a later
siege i iilin >              •» < u. i u< and nimed pressuie type railrace tunnel
II.
.,,ii i i .
. c.ih. . s»sis i lighiv ueiumoiphu ciystallme gneiss with neuntams characterized by a thick
<    • ' ' '< > u.isti <g h ' :he slopes and by outcropping sound ock at tver bed level. The laterite
. msibi> n -               .k>:v. ivuis ‘i >ai »d ii id weatnei cd gneiss down to sound ock at depths up to 45 m Rock lumiing s spaisu rnd ughisnc
VOHITRA HYDROELECTRIC DEVELOPMENT
POWERHOUSE LONGITUDINAL CROSS-SECTION
PRINCIPAL CHARACTERISTICS OF PROJECT
Hydrology
Drainage basr
Average annua ramfal
I 873 km-
♦rom * 20C m to 3 000 mm
Manifold
Number of branches 
Lining........................
................4
.......... steel
Mean flow
73 m’/s 
Length........................
Diameter...................
Valves ......................
.......... 30   m
Minimum dark fiow
16 m3/s 
....  1.55  m
Firm flow
45 m- /s 
4, spherical
('w»t»- seasons sto’age a’ Anzo'ahotra
Dam
Powerhouse
Type
................ underground
Type
Cnesi lengfr section sectxx z sector 3
He>gh- sect»or seci’O' 2 sectitz 3
concrete diversion low head ozeT.ow wnr Creaae' crest
66 m 29m 22m
6 5m
52 m
9 6m
Dimensions Installed capacity Number of units .
Turbines
59 m x 13.5 m x21. 7 m
.......................... 112 MW
.................... 4 x 28 MW
Type
...................................................francis
Guaranteed net head Rated power
...........................212 m
...................................28 MW
Intake
Synchronous speed ........................................... 600 rpm
Generators
Type
Heigh’
concrete tower
Rated output
................................. 28 MW
27 m
Power factor
........................................9
Diamete
6.20m
Rated voltage
............ 10.3 kV
Powe' tunnel
Sectior
untrnec horse shoe
Frequency 
Tailrace tunnels and channels
. 50 Hz
Langtt
3 956 m
Length
640 m
Diameter'
6.2 n
Type
pressure
Surge tank
Diameter
horse shoe shape, 5.2 m, unlined
Type
Diahiele'
mciioec expandor
Surge chamber
2  x  expansion  type
50mx8mx34m
iowe> Sectior
4                6 n   Transformers
uppe* Settlor
72n
Voltage
indmauor
65
Haling
Phase
6wi|(Jiy0id
13 8/138 kV
f Apo'lbiul d 10n'lL/C/
hon/onu HX n du
Penstock
Nufiibe'
Lining
Lerigtt
cuhutsk
lypt
Diinerisiuns 
30MVA
3
exterior
•/oil age
100 in x 50 m
inclined
iion/onta
136 n
1 iltuil Uioakcit
13 8 kV
bb ii
•»<*llSI||     , |
4 low oil volume
66
lkbHj|    |h|>
11 iclifiatior
Dtahiela*
: I ii
Umglh
yullogt
100 km
138 kVFOMI HYDROELECTRIC PROJECT
REPUBLIC OF GUINEA, WEST AFRICA
GENERAL ARRANGEMENT
CLIENT:                     Republique Populaire Revolutionnaire de Guinee. Ministere ae Energie et du
Konkoure
CAPACITY:                87 MW
CAPITAL COST: USS 141 million (1983) without escalation and IDC
SERVICES:
In a program funded by the Canadian International Development Agency CIDA SNC was 
commissioned to carry out field reconnaissance, geological and geotechnical exploration
preliminary design, transmission system study irrigation, fishing and navigation studies, cost
estimate and economic analysis of the project based on energy demand and regional economic 
situation and feasibility report
DESCRIPTION
The Fomi hydroelectric  project is  located on the Niandan river some 33 km upstream of its  junction with the Niger river This  project is  part of an overall development program for the region of Haute Guinee
With an installed capacity of S’* MW the Fomi project will be able to generate an averaqe of 320 GWh
annually providing Haute Gurnee with a cheap and reliable long term source of electrical energy A
transmission I me to Conakiy is proposed to ensure a market for surplus energy that may be available
from the pioject i the shoit tei m This line will eventually form part of the future national inter
connected giid system and will cany energy from other sources once all the Fomi production is 
absorbed within Haute Guinee
lhe Fomi lesewoii w.il also pe.mn the development of 22 400 ha of irr.gable land During the dry season the .eguiaiion oi me Niandan over will increase average flows  and improve navigation in the Nigei nvei fuilhei downstieam
l   ne   pi   oposed   development   ncludesthiee   dykes   a   38   mhigh   earthfill   dam,   a   spillway   and   an   intake- puwei house centially located in the plain ot the Niandan riverFOMI hydroelectric project
TYPICAL DAM SECTION (SEMI HOMOGENOUS)
0
0 NATURAL UNS
(a) CAUSED IWNE.BU BONN
@ CRWHEB TWHE , MAX BONN ® CRUSHED STONE. MAX I BO Ml
0 OU» PROTECTION
Q RIPRAP, MAI 250 NN
PRINCIPAL CHARACTERISTICS OF PROJECT Drainage basin
Total
a ea
r
12               470               km2
snc
Long         term         average         flow         244         m3/s 
1     20    year    diversion    flood    peak    1755    m /s 
1 10 000 years regulated flood peak .2 620 m /s
Generators
Rated
output32
3
MVA factor0.9
Hz 
3
r
Reservoir
A'ea .............................
Tota: sto aae................
Live storaae...................
Dam
....................................... 511 km2
........................... 6 435 x 1O6m3
....................... 3 930 x 106m3
Power
Frequency50
Voltage11 kV
Transformers
Type......................................
Rating..................
ONAN/ONAF
.............. 24.5/32 MVA
Voltage........................
Phase ...........................         .................  Q
11/13? kV
Frequency ..........
............... RD
Type ..............................
. homogenous earthfill dam
Power generation
Maximum heidht ..
........................................... 38 m
Primary energy............
.......... 320 GWh/vr
C est length....................
r
..........1 150 m
Total volume .
.................... 2 800 000 m-
Foundation geology
schist laterite and granite
Secondary energy ...
Transmission
Voltage..................
1 QO L\/
Len9,h .................................................................. 530 km
Spillway Type
concrete gravity with Creager type crest
Capacity2 620 mVs Gates anc size 3 — segment gates of
11 2 m / 11 2 m
Powerhouse
Type
Installed capacity <3 z 29 MW; Size
Turbines
surface 87 MW
78 5 hi z 41 n / 53 m
Type
Rated head Hated output Rated discharge Speed
3 Kaplan vertical shaft
25 2 ii 29 MW
3       111 rn /5 460 rpn.
location mapm iBiiimi mu 11
BENKONGOR FALLS
SIERRA LEONE, AFRICA
CLIENT:          Sierra Leone Ministry of Power and
Energy  sponsored by  the United Na tions  Development Programme (UNDP)
CAPACITY: 10 800 kW
COST (1985):US$ 26 million
SERVICES:     Feasibility report, site inspection
layout,    cost    estimate    and    economic analysis.
DESCRIPTION
Benkongoi Falls  is  (he name given to a section of the Sewa River characterized bv  waterfalls  and rapids. The layout consists  of a riverside intake without dam: the required flows  are taken from a headpond while surplus  water passes  over the falls. A 650 m long canal followed bv  a 690 m long tunnel and a 2 m dia., 280in long steel penstock  lead the water to the surface powerhouse. Two vertical Francis  turbines  of 5 400 kW each w ill supplv  the existing demand. To meet growing demand the i.ra nstalled capacity  can be doubl ed L os is  ji e minim i zed b\ eliminating the need for a dam and so i w av us< oq local materials, using the canal toi diveisioii dunng coiistiuction and bv limiting installed caoao.tv i the first phase.POTABLE WATER SUPPLY OF TAZA
TAZA, MOROCCO
CLIENT:           Ministere de I'Equipement,
COST (1986): CDN$ 200 million.
SERVICES: Preliminary site studies, field investigations and feasibility study.
DESCRIPTION
The  main  objective  of  the  project  is  to  supply  potable  water  to  Taza,  a  city  of  100  000  inhabitants  located 100 km east of Fes, Morocco.
Two of the several dam sites investigated were retained for feasibility study. The first site, Chekka, was found unsuitable due to the presence of karst in the foundation formations. The low water yield at the site was also unfavourable. At the second dam site, Bab Echyoub, the yield was  sufficient to supply  water to the city of Taza and to irrigate 4 900 ha of land.
The Taza project consists  of a main earthfill embankment dam, 74 m in height located on WadiLahdar, some 10 km west of the city  of Taza. The dam foundation consists  of Miocene marls  on the left abutment, and of Oligocene limestones  and marls  on the right abutment. Several triassic  salt deposits  were identified in the reservoir area. These are a characteristic of the southern boundary of the Rif.
Due  to  the  geological  conditions  at  the  site,  all  hydraulic  structures  (diversion  tunnel,  spillway,  outlet  works) are located in the right abutment.
The free overflow spillway is designed as a rectilinear sill followed by a chute and a USBR-type stilling basin. Its capacity is 2000 m /s at project flood.
3
The water is supplied to Taza by a three-level intake tower, an outlet tunnel, a treatment plant and a pump ing station.POTABLE WATER SUPPLY OF TAZA
GATES CONTROL
PRINCIPAL CHARACTERISTICS OF PROJECT Drainage basin
Area
Hydrology
Diversion
.611 km2        Diameter...........
5
Annua' rainfall
Annua’ average flow
Floods
50 year flood, volume
flow
10 000 vea flood, volume
771 mm
r
flow
4,35 m3/s
. 36 hm3 935m3/s 
157 hm2 4 080 m3/s 
Reservoir
Live storage
Dead storage
Dam
Type
Height
Crest length Embankment volume
195 hm3 37 hm2
zone earthfill embankment 74 m
750 m 5 334 000 m3
Length............... Lining
Spillway
Type
Still type Crest length . . .
Capacity...........
Water Supply Regulated volume
-  potable water
-  irrigation . . .
Intake Tower
-  capacity . . .
m 650             m
..................... concrete
ungated, free overflow
...................rectilinear
............................ 45   m
....... 2 000 m3/s
31.5 hm3
49.0 hm3
. 12m3/sLAKE DIEFENBAKER WATER USE STUDY
SASKATCHEWAN, CANADA
LAKE DIEFENBAKER WITHDRAWALS - SCHEMATIC
PROJECT DESCRIPTION:
Lake Diefenbaker is  a 43,000 ha multipurpose reser voir on the South Saskatchewan River. The reser voir, with a live storage of 4 million dam3, supplies the water requirements  of 40% of the population of Saskatchewan. Water from the reservoir is  used for hydroelectric  power generation, irrigation, municipal and industrial needs, recreation and wildlife uses. Continually  increasing demands  for Lake Diefenbaker water, especially  for irrigation, re quire decisions  on allocation of the limited resource. The issue is  complicated by  the prospect of future reductions  in reservoir inflows  due to increased upstream withdrawals  in the Province of Alberta. SNC compiled and analyzed water supply  and water use data, developed a range of scenarios  to repre sent future conditions  and carried out simulation modelling to determine the effects  of each scenario. Simulation modelling was carried out using SNC's in-house ESOLIN (Energy Simulation of Large Inter connected Systems) computer model. The model enabled detailed evaluations  to be made of the ef fects  of increased water use on the combined energy  production of the 188 MW Coteau Creek plant at the reservoir and the 252 MW Nipawin plant and the 281 MW Squaw Rapids  plant downstream of the reservoir. Effects  on reservoir water levels  and the downstream river discharge pattern were also evaluated as part of the simulations.
CLIENT:             Saskatchewan Water Corporation
SERVICES:      Water      Use      Analyses,      Computer Simulation Modelling
SASKATCHEWAN■
I
■
I I I I I I I I I I I I I
I I
kHYDRODYNAMIC AND WATER QUALITY NUMERICAL S|| MODEL OF THE ST.LAWRENCE RIVER
CANADA
QUEBEC
STUDY ZONE 5^
ONTARIO
JOLIETTE
'MONTREAL1
SAINT-HYACINTHE
VICTORIAVILLE
|STUDY ZONE 1
SAINT-JEAN
CLIENT:
SERVICES:
Ministry     of     Environment,     Canada,     Ministry     of     Transport,     Canada     and     Quebec Environmental Protection Services, Ministry of Natural Resources, Quebec
Calibration and application of a hydrodynamics  and water quality  numerical model of the St.Lawrence River and Ottawa River from Cornwall, Ontario to Montmagny, Quebec
DESCRIPTION:
The St. Lawrence River is  a multi-purpose waterway  which serves  for navigation, hydro-electric  power, water supply  for industrial and residential users, commercial and sport fishing, recreation and as  a receiving body  for wastewater discharge. The drainage basin to Quebec  City  has  an area of 596,000 km2 if one includes  the Ontario part of the Ottawa River basin and the extension of the Richelieu and St. Francis  Rivers into the U.S.A. At Cornwall the average discharge is  about 6,570m3/sec. The Ottawa River adds  about 1,954 m3/sec. which, in conjunction with other inflows, brings  the average discharge to about 325,000 cfs  (9,200 m3/sec.) downstream of Montreal. The mean discharge near Quebec  City  is  500,000 cfs (14,160 m /sec.).
3
% RETURN OF 8.0.0 HEAT. ETC...
OCEAN SALINITY
SCHEMATIC DIAGRAM OF A TYPICAL ESTUARY WITH MULTIPLE WASTE INPUTShydrodynamic and water quality numerical model of THE ST.LAWRENCE RIVER
capability  in con 3 netvvor*< type hydrodyramic  and water quality  numerical model to provide predictive Ontario oast M "ect!on Wlt^studY of water management for the St. Lawrence River from Cornwall, 443 km The d °n a°d c,ownstream ,nt0 the tidal region as  far as  Montmagny, Quebec  a distance of ninq eauatinn yn?mic network model adopted for this  study  consists  of a coupled solution to the gover- variable croc  S ° transient hydrau*»cs  and mass  transport for a network  of one-dimensional reaches  of a twn Him S sect,ona' areas. Although the model is  one-dimensional, the network  can be defined to provide a two-dimensional approximation for flow simulation.
e hydrodynamic portion of the model determines velocities, water elevations and discharges.
PROFILES SHOWING LOW AND HIGH WATER PLANES FOR A SECTION OF THE ST. LAWRENCE RIVER ESTUARY (OUTPUT)
LAUZONHYDRODYNAMIC AND WATER QUALITY NUMERICAL MODEL OF THE ST.LAWRENCE RIVER
Eleven water quality  constituents  are included in the mathematical model: salinity, temperature, coliforms, conservative lignins, decaying lignins, biochemical oxygen demand, dissolved oxygen, inorganic  nitrogen, organic phosphates, zooplancton, and phytoplancton.
K1« BIODEGRADATION COEF. FOR REACH IN DAY"’
----------► DOWNSTREAM
D.O. AND B.OD. FOR ZONE 2
20,000 ft.
INSTANTANEOUS NUTRIENT AND COLIFORM CONCENTRATIONS FOR A TEST REACH (OUTPUT).hydrodynamic and water quality numerical model OF THE ST.LAWRENCE RIVER
The model was used to simulate the entire reach from Cornwall, Ontario to Moni       g , and included sixty six sources of pollution. As a result of the study, recommen a io
ten permanent water quality measuring stations along this road.
establish
.    . °r 6
te
aciaP d for other rivers and be used as a management tool to predict the effects of varying
F |tU ' f water Pua,ity conditions. The model can be used as a management tool for predicting the J esu s 0 different hydraulic and water quality conditions. These conditions can be natural ones such as oo s, icing, storm tides and storm water runoff, or they can be related to human activity such as dam
regu ation, changes in river geometry, degrees of waste water treatment and the optimal location of outfalls.
Although the model is essentially one dimensional, the network can be designed in such a manner as to provide a rough two dimensional representation of the hydrodynamic and water quality parameters where desired. It can be used for any river system or estuary where sufficient data are available for verification and simulation.WATER AND POWER RESOURCES DEVELOPMENT PROJECT
NEPAL
HYDROLOGICAL REGIONS OF NEPAL
CLIENT: Canadian International Development Agency (CIDA) Nepal Water and Energy Commission
PROJECT DURATION: 1978-1984
DESCRIPTION
SNC in association with two other Canadian firms provided advisory assistance to His Majesty's Government of Nepal in planning and developing national policies, strategies and programs for the water resources and energy sectors of the economy.
Nepal is  one of the lesser developed nations  of the world with no significant known natural resource development potential other than water In recognition of the importance of its  water resources, the Government of Nepal created the Water and Energy  Commission and Canada agreed to fund a 1 2-man team of Canadian specialists  to assist the Commission The Canadian team along with the Nepalese counterparts  acted as  a secretariat to the Commission and to other government agencies  responsible for watei and energy related mattersWATER AND POWER RESOURCES DEVELOPMENT PROJECT
SERVICES
The team undertook countrywide reconnaissance of water and energy resources, identified potential
power and irrigation developments and carried out or monitored studies up to pre easi i ity stan ar
This program resulted in the identification of projects with some 10.430MW of hydro potential and
323,000 ha of irrigable areas together with the initial design of many of them
Additionally    the    team    evaluated    and    advised    the    commission    on    national    development    programs    and provided day to day technical assistance and advice
The scope of services included the following:
Energy
• National energy sources
•Patterns of energ\ consumption
•Energy demand forecasts 
•Sources of new energy
•Constraints and prereauisites to energy develop ment
—  information
— manpower development and professional training
— institutional Structuring
— development of criteria and rules for the taking of economic decisions
— project financing
Irrigation
• Identification of nations' irrigation potential
•Groundwater ava lability and location
• Project evaluations for cost effectiveness
• Irrigation n vest me'” scenarios
•Infrastructure recuirements
•Eauipment maintenance programs
Hydroelectric Power
• River basin development plans 
•Identification of national hydropower potential
• National hydrology data base
• Reconnaissance of potential hydropower sites in cluding engineering and economic feasibility
• Least-cost generation investment sequences
• National power supply grid
•Geotechnical and geological exploration
• Rural electrification
•Small and mini-hydropower developments 
•International cooperative development of large, export oriented hydropower sites
• National and international water law and policies 
•Power system development and stability 
•Power utility maintenance
Water supply and Sanitation
• Identification of national requirements
•Cost effective development within national goals 
•Project evaluations
IRRIGATE D FARMWATER AND LAND RESOURCES DEVELOPMENT OF THE CHELIFF BASIN
ALGERIA
LOCATION PLAN
CLIENT:                Algerian Ministry of Hydraulics, General Directorate for Planning and Development Studies CAPITAL  COST:US  $  1  130  Million  (1  983)  including  US  $508  Million  already  committed  for  dams,  and
US $ 139 for agricultural development
DESCRIPTION:
Full  economic  development  of  the  44  000  km2   Cheliff  River  basin  is  conditioned  to  an  increase  in  the  avail ability   of   water   to   satisfy   current   and   future   agricultural,   municipal   and   industrial   demands   and   to   proper management  of  the  resource.  A  comprehensive  Master  Plan  to  the  year  2010  was  formulated  to  integrate basin-wide   use   and   quality   control   of   surface   and   groundwater   resources   taking   into   account   existing   in frastructure  and  development.  Additionally  final  engineering  and  bid  documents  were  prepared  for  rehabili tation  and  extension  of  a  20  000  ha  irrigation  and  drainage  network,  and  for  hydraulic  structures  servicing an off-the-river storage basin, both in the Lower Cheliff.
CHELIFF RIVER BASIN AND VALLEYWATER AND LAND RESOURCES DEVELOPMENT OF THE CHELIFF BASIN
SERVICES
SNC, in association with French and Algerian consultants  and the Ministry  of Hydraulics, provided multi disciplinary  professional services, including supervision of field surveys, investigations  and laboratory  testing related to:
•     Estimates,  via  linear  programming,  of  water  needs  for  agricultural,  domestic  and  industrial  use  to  the year 2010.
•     Quantification  of  basin  surface  and  groundwater  potential  and  quality,  and  evaluation  of  existing  and planned related infrastructure. Feasibility studies for Sidi Ben Tai'ba and Djidiouia dams.
•     Formulation  of  a  long  term  development  plan  for  allocation  and  management  of  the  water  and  land resources throughout the basin, based on a set of scenarios allowing satisfaction of not only the demands within the study area but those required to complement water supply to the Oran region.
The Master Plan was formulated using three models:
- an optimisation model, with long-term production targets to the year 2010 considering equilibrium
between water supply and demand.
a hydraulic simulation model with monthly steps for 31 years, to determine optimum solution con sidering deficits, salinity levels and performance of the hydraulic system, and
an economic simulation model for scheduling the infrastructure and agricultural developments  such as  dams, canals, irrigation and drainage, and for determining agriculture, socio-economic  and finan cial impacts.
•   Studies, designs and bid documents related to the Merdja Sidi-Abed reservoir, and including water con veyance and sediment control facilities.
•   For the Lower C he I if f Network: agro economic surveys and studies leading to rehabilitation of the irriga tion network ano disposal of excess water, including appropriate drainage systems; design of and tender documents for all infrastructure required; and, selection of new areas and preliminary design for
extension of the network
LEGEND
EXISTING DAM OR
UNDER CONSTRUCTION
RROROIED DAM IN RLAN
FUTURE 0AM
CANAL
RIREUNE
RUMRINO STATION
REGULATION TANK
MAJOR NEW INFRASTRUCTURE PROPOSEDsue
WATER AND LAND RESOURCES DEVELOPMENT OF THE CHELIFF BASIN
PRINCIPAL CHARACTERISTICS OF DAMS STUDIED
a) SIDI BEN TAIBA DAM on Ebda River - Recommended
in Master Plan
Drainage basin
Area.................................................................... 273 km2
Annual rainfall......................................................940 mm
Design flood................................................... 1,220 m3/s
3
100 year flood................................................. 750 m /s
Reservoir
Volume...........................................................................125 hm3
Regulated............................................................ 55.7 hm3
Area....................................................................... 4.7 hm2
Dam
Type..................................................... earthfill,clay core
Crest length............................................................. 400 m
Max height.............................................................. 57 m
Volume........................................................ 1,991,000 m3
Foundation........................................... calcareous schist
Spillway
Type............................................ungated, free overflow
Crest length................................................................30 m
3
Capacity...........................................................1,100 m  s
Outlet works
Irrigation conduit dia................................................ 1.80 m
Sluice area............................................................... 15 m2
Costs
Capital investment (1983)...................................... US$ 81
Cost of regulated water.................................US$ 1.46/m'
Power Station (Optional)
Installed capacity.................................................... 13 MW
Yearly production...............................................52.7 GWh
b) DJIDIOUIA DAM on Djidiouia River
Drainage area........................................................ 840 km2
Reservoir volume..................................................... 12 hm3
Dam type................................................ rockfill,clay core
Dam length/height............................................. 260 65 m
Spillway type................................ ungated, free overflow
3
Spillway capacity................................................. 830 m 's
Irrigation conduit dia................................................. 1.00 m
Sluice works area...................................................... 13 m2
REFERENCE AXIS
CREST EL 325.50
SIDI BEN TAIBA SPILLWAY SECTIONWATER AND LAND RESOURCES DEVELOPMENT OF THE CHELIFF BASIN
ALGERIA
Crop
PROPOSED AGRICULTURAL TARGETS
Area Production Ratio to
(ha) (MT) Current
Production2
PROJECTED DEVELOPMENT AND WATER NEEDS
Irrigated    Water    Consumption
Irrigation
Network
Area
ha m3/ha/yr. hm3/yr.
Upper Cheliff
25 130
8 200               215
Fruits
Cereals1
7 100     142 200
20
Mid Cheliff
21  540
9 800               224
20 700       66 700
29
Lower Cheliff
19 280
9800               189
Sugar beets &
oleaginous products
11 300   267400
100
Total and average
65950
9 200              628
Forage milk
16 800       77 800
9.5
Currently irrigated
18 900
Vegetables
17 400   260 100
4.5
Urban and industrial
116
Fallow
Total incl. non-irrigated 76 100
2 800
1   wheat, barley, corn, sorghum 2   US$ 398.6 mil/yr.
3
YEARLY WATER BALANCE (hm )
Resources
Network
and Future
Reservoir*
Mean
Rainfall
(mm)
Comsumption Balance
Urban &
Regulated    Non
Regulated
Ground
Water &
Return Flows
TOTAL      Agri
cultural
Indust
Transfers2
TOTAL
Upper Cheliff
471
209
12
59
280
215
46
261
19
Mid Cheliff
429
152
69
57
278
224
21
245
33
Lower Cheliff
347
182
61
46
289
189
22
211
78
Sid' Bel Atar1
22
22
1502
150
-128
Total                                                  543               142                 184               869           628            239             867                2
INFRASTRUCTURE INVESTMENT COSTS (1983)*
Network
Dam
Guaranteed
Regulation
Works
Serviced
Area
Investment
US $ Mill.
3
(hm )
(ha)
Upper Cheli*f
Ghrib
82.0
Two existing
areas
16 330
-
Deurdeur
43 5
Transfer Deurdeur
8.7
Harreza
23.0
Extension
800
80
Sidi Ben Taiba
55 7
Extension
8 000
101.9
Mid Cheldf
Fodda
54 0
Rehabilitation
8 780
12 3
Sly
98.0
Ext & Rehab.
12 770
66.9
Transfer Sly
10.7
Lower Cheliff
Merdja
50 0
Ext & Rehab.
Gargar
132.0
2 710
21.8
Ext <5 Rehab.
16 570
170.3
Sub Total
538 2
Sidi Beri faiha Dam
65 960
400.6
81.0
•ex itjding dams under ronsiruf tion and ayrif uhuial yHopmr m rSu^yAS RIVER BAS,N MULTI-PURPOSE development
STUDY ZONE
REGIONAL PLAN
CLIENT:
Comision  de  Estudios  para  el  Desarrollo  de  la  Cuenca  del  Rio  Guayas  —  CEDEGE (Guayas River Basin Development Study Commission)
CAPITAL COST: Approx. US.$ 200 million (1973)
DESCRIPTION
The Guayas  River Basin covers  a total area of 34,000 square kilometers. It is  the largest river basin draining to the west coast of South America. Long-term economical improvement will be based on agricultural development and would affect a population of about 3 million. Water storage at the Daule- Peripa Dam would allow staged development of some 200,000 ha of prime farmland, installation of 130 MW of electric generation capacity and substantial flood control benefits
Studies were carried out to:
•   define projects with high development potential;
•   provide basic information for the development of the entire Guayas River Basin.
•      investigate   the   feasibility   of   a   staged   implementation   of   the   Guayas   multi-purpose   project,   including the    Daule-Peripa   Dam   and    associated   power   facilities,   the   Balzar   Diversion    Structure,   the    Daule- Macul Diversion Canal and the distribution and drainage facilities in the Daule River plain;
•      preliminary   design   of   a   pilot   project,   the   Babahoyo   Irrigation   Project   70   kilometers   north-east   of Guayaquil
The execution of the studies  required the services  of an integrated multi-disciplinary  team of professionals  provided by  a consortium of Canadian and Ecuadorian companies  led bv  SNC, working in collaboration with CEDEGE. Funding was  provided by  a Canadian loan through the Inter-American Development Bank, counterpart funding was provided by EcuadorGUAYAS RIVER BASIN MULTI-PURPOSE DEVELOPMENT
SERVICES
Description of studies
•     Prefeasibility   studies   of   irrigation   potential   and the     possibilities     for     improvement     of     crop production    of    approximately    3    400    square kilometers  of  land  along  the  eastern  edge  of  the Guavas basin lowlands
•    Investigation  of  the  possibilities  of  diversification of agricultural produce from approximately
7  750  square  kilometers  of  land  in  the  northern part of the basin
•       Prefeasib'htx    studies    of    the    major    works required   for   irrigation   flood   control,   navigation and hydro power generation of approximately
8  500  square  kilometers  of  land  in  the  southern part of the basin
•   PrefeasibHih studies of potential hydro power developments on the rivers draining the western slopes of the Andean Cordillera
•   P’efeas b tv studies on the development of timber anc timbe processing industries on approximated 2 800 sauare kilometers of land situated •' the northeastern and northwestern pans of the bas~
r
Guavas multi rurpost df vf lopmt nt
•   A review of the results of the above studies with a    view    to    setting    forth    priorities    for    the implementation   of   projects   and   the   formulation of    an    integrated    regional    development    plan Also  included  was  a  study  of  the  conditions  and requirements  of  the  basin  as  a  whole  related  to the     water     supply     and     sewage     disposal, transportation,       electrical       energy,       regional planning,  water  right,  land  tenancy  and  socio economics
Major study components:
•   Aerophotogrammetry and mapping
•   Hydrological studies
•     Soils   and   agricultural   studies,   including   forest management,      agricultural      diversification      and production improvement programs
•   Geotechnical investigations
•   Hydropower studies
•    Design  of  irrigation,  drainage  and  flood  control systems
•   Infrastructure studies
•   Social, land tenure and economic studies
BASIC PROJECTS OF REGIONAL PLAN
The Guayas Multi-Purpose Project
Irrigation and drainage............................... 200 000 ha
Hydro generation capacity............................. 130 MW
Reservoir storage........................................... 200 hm3
Dam height............................................................ 60 m
Other Projects
An agricultural diversification program in the northern region of the basin
A forest management program in the northeastern region
The development of the hydroelectric powei potential on the Angamarca Pihanatus and Chimbo Rivers
The improvement of agricultural production on the ferule farmland area between Milagro and Baba hoyo through the development of groundwatei resources
The Babahoyu Irrigation Project Area
I i op
Diversion slior lures Gale1 al • u< h diversion
1
om  n  it  lined  disliibnlitin  i  unals 
BAbAHOYG PHOT PROJK I
iJnlmerl di'.u ibulion i until* Dunn f until*
Applm It. I I I 'J /bl
I 1 000 Illi neo
3 4 b x 3 m
1)0 kill I ID km I 10 km
U S V II) millionKAIROUAN REGIONAL DEVELOPMENT PROGRAM
1UNISIA
CLIENT                   Canadian International Development Agency
Tunisian Ministry ot Agriculture
COST (19751: CDN $181 million
DESCRIPTION
Multidisciplinary studies leading to the Formulation of a program to protect and develop the Kairouan region were conducted by SNC in the mid seventies The Development Program directly benefits inhabitants, in frastructure and economy of a floodplain about one third the size of the 9 700 km* Zeroud and Merguellil rivers watershed its water source The program was based on considerations of management of the region's water resources and development of its agricultural potential Priority was necessarily given to controlling the devastating natural flash floods (recorded at 17 000 m  s in 1969* from which the plain has suffered
J
Components of the 15 year program fall into five major categories
• Flood Control Works
Sidi Saad Multipurpose Project on the Zeroud River for flood control of 150 000 ha and irrigation of 4 000 ha Mam works involved the 82 m high.4 4 million m earthfill clay core Bourguiba dam. a 49 m high earthfill saddle dam an ungated 5 400 m  s spillway with five ungated 4 \ 4 75 m outlets: a 2 x 2 m section sluice system tor desiltmg and an irrigation service system (Project was commissioned
4
4
In 1982)
El Haouarub f lood Control Dam on the Merguellil River to complete protection from floods  irrigate 2 240 ha and provide foi recharge of the aquifers  from which water is  withdrawn for urban supply  Main works: a 32 m high 6 million m4 earth till clay  core dam 600 m4 s  service and 1 270 m4 s  emergency  ungated spillways (Construction started in 1983 and commissioning is scheduled for 1987)KAIROUAN REGIONAL DEVELOPMENT PROGRAM
•  River and Protection Works:
-    Excavation  of  an  8  km  channel  and  construction  of  dikes  to  divert  the  Zeroud  River  flood  waters  away from the city of Kairouan, and treatment of two creek bedstoallow for reclamation of 3 OOOha.
-  Drainage of the Kelbia Sink (Sebkha) into the sea by means of a 5 km channel and the Ahia outlet.
-    Rehabilitation  and  extension  of  existing  dikes  around  Kairouan  to  protect  the  city  from  floods  prior  to completion of the dams and provide security from extreme-event spillway releases afterwards.
•  Soil Conservation Measures:
~  Self-financing  fruit  tree  planting  program  covering  36  000  ha  in  conjunction  with  a  soil  conservation and erosion control program in various selected areas in the Upper Zeroud River basin.
•  Agricultural Development:
-  Rehabilitation of existing irrigation networks covering 4 000 ha, and 900 water wells in the plain.
-    Extension  of  the  irrigated  perimeters  by  a  2  240  ha  sprinkler  development  downstream  of  El  Haouareb Dam, and a 4 000 ha gravity network downstream of Bourguiba Dam.
-    Construction   of   a   concentrate   animal   feed   plant,   two   poultry   complexes,   an   agricultural   complex   and an additional machinery park.
-    Increase  of  barley  and  cotton  cropping;  rotation  of  animal  ranges;  introduction  of  improved  ram  breeds; development   of   the   dairy   industry;   provision   of   preventive   medicine;   installation   of   cold   storage   and transport   facilities;   construction   of   hay   storage   facilities;   and   improvement   of   marketing   of   agricultur al products, credit and non-irrigated farming.
•  Other
Improvements  to  the  road  network;  diversion  of  the  Merguellil  river  into  the  Zeroud  river  once  the  two dams are operative; installation and monitoring of new meteorological and hydrological stations.
PRINCIPAL  ELEMENTS  OF  THE  PLAN
(equivalent 1975 CDN $)
Cost
(million)
Imple
mentation
(yr)
Sid< Saao Project
80.9
6
El Haouareb Project
42 1
5
River & Protection Works
5.1
6
Soil Conservation
32.6
15
Rehab & New Irrigation Networks
14.7
15
Agricultural Development
55
13
CONTROL OF ZEROUD RIVER FLOODS AT SIDI SAAD
Natural State
Volume
hm-
Flow
m3/s
Peak     flood     recorded
1     170
17 050
100-yr average flow
Probability of Occurrence (1 yri
1 10
1 100
1 1 000 1 10 000
ms
3 700
16 500
24 500
32 500
Controlled Conditions
Inflow
J                              Flow discharged
rn3/t 680
2 200
4 600
6 900
UPPER FLOOD PLAIN SEEN FROM BOURGUIBA DAM SPIII WAY UNDER CONSTRUCTIONCYPRUS WATER PLANNING PROJECT
CLIENT:
LOCATION:
Food and Agriculture Organization of the United Nations Paphos Region, Cyprus
SCOPE OF SERVICES: Miscellaneous studies.
FURTHER DETAILS:
The primary objective of this study was to assess the irrigation 
development potential of the Paphos region in Western Cyprus and 
identify the optimum scheme for development. The study involved:
A         review         and         assessment         of         existing         hydrological         data         and estimate of surface water availability.
Hydro-geological potential of the region.
investigations
assessing 
the
groundwater
Damsite
studies, 
including              geological
investigations, 
esti
mates        of        cost        and        storage        potential,        and        siltation        studies        for all sites considered on the four major rivers of the region.
Agronomy  studies covering  present land  use and  capability,  soil
productivity, 
cropping              patterns,              water
requirements, 
crop 
diversification          potential,          value          of          current          yields          anH          possible yield increases through land use intensification and irrigation.
Economic studies of possible multipurpose developments consid ering  storage dams as a aeans of flood  protection  and  as a source of controlled  releases for irrigation  and  municipal industrial water supply systems.
A      feasibility      report      detailing      the      optimum      scheme      for      nyf      I      i      ta— tion of all water resources in the Paphos region.
0907/23IELAGUNA DE BAY REGIONAL DEVELOPMENT PROGRAM
MANILA, PHILIPPINES
CLIENT: United Nations  for United Nations  Development Pro gramme (Special Fund)
DESCRIPTION:
SERVICES: Feasibility  studies  to develop an
integrated regional plan.
The project examined the feasibility of control of the Laguna de Bay hydraulic complex, and identified com plementary activities both in the private and public sectors to be taken to develop the potential of the lake area for agriculture, fishery, food processing, transportation and land reclamation.
The Laguna de Bay is a shallow lake, 90 000 ha in area lying just inland of the Manilla metropolitan area. The lake receives flows from a watershed of 2 000 km2 and is linked to Manila Bay by the Pasing River, which flows through the centre of Manila and is an important transport artery.
The hydraulic regime of the lake is extremely complex. At certain periods of high tide, there is an intrusion into the lake of both saline water from Manila Bay and waste matter from the polluted Pasing River. During the rainy season, flood waters from the Marikina River inundate the Manila area and part of the Marikina's discharge backs up into Laguna de Bay.
Development of the area around the lake is hampered by these fluctuations of the waters level. Develop ment of the lake itself as a natural water resource is hampered by the high salt concentrations, which, during the past few years have reached levels considerably in excess of those recommended for either municipal industrial water supply or irrigation use.
Hydraulic control of the lake outlet will enable an allocation of land use permitting specific development investment projects, population settlement pattern associated with infrastucture and services as well as environmental changes brought by specific developments.ASSINIBOINE RIVER BASIN DESIGN OF PLANNING STUDY
SASKATCHEWAN, CANADA
0       s      10
CLIENT: Saskatchewan Water Corporation
SERVICES: River Basin Planning
PROJECT DESCRIPTION:
The  Assiniboine  River  Basin  in  Saskatchewan  covers  an  area  of  16  000  km2    in  the  east-central  region  of the  province.  The  basin  is  characterized  by  poor  drainage,  highly  variable  annual  runoff  volumes,  low  sum mer     streamflows     and     a     complex     interaction     between     surface     and     groundwater     systems.     These characteristics   result   in   significant   constraints   to   efficient   agricultural   production,   utilization   of   surface   and groundwater   for   urban   water   supplies,   sewage   effluent   disposal   and   water-based   recreation.   Attempts   to improve   agricultural   drainage   have   generated   additional   concerns   with   regard   to   increases   in   downstream flood   peaks   and   the   loss   of   waterfowl   habitat.   Management   of   the   basin's   water   resources   and   resolution of  the  issues  has  been  hampered  by  lack  of  a  basin  planning  framework  and  an  inadequate  understanding of the basin hydrology.
SNC compiled and analyzed data on basin water supply  and water use and interviewed government and civic  officials  and water user groups  to identify  water-related concerns  and conflicts  in the basin. Terms of reference were prepared for the development of a framework  plan. The design of the planning study  in cluded sector studies  addressing each of the main issues, and evaluation and synthesis  of sector study results.WARRI PORT - PHASE I
LOCATION PLAN
CLIENT: Nigerian Ports Authority
SCOPE OF SERVICES: Investigations of alter
native harbour sites. Feasibility studies.
Final site selection and preliminary design
ESTIMATED
CONSTRUCTION COST 1979: U.S.$ 180 million
DESCRIPTION
The objective of this  proiect was  to develop a port facility  in the Nigei River 0elt3 to service the city  of Warn and its  hinterland The study  included coastal regions, the lower teaches  and entrances of the Escravos  Forcados  and Warn River estuai ies  Economic  analysis  of the transportation systems  leflected the characteristics  of surface and maritime transportation modes, including transhipment and stoiage
Major Study Components
Market and traffic forecast studies Hydrographic   and   hydraulic   studies Geotechnical studies
Engineering
Berth optimization studies Capital  costs  and  amortization Ranking of sites
Preliminary  engineering activities  included extensive hydrographic  surveys, studies  of alternate channel locations  and harbour sites, determination of optimum berth requirements, preliminary  design of berths  and port facilities  and geotechnical explorations. Hydrographic  studies were carried out m association with the Danish Hydraulic Institute.WARRI PORT - PHASE I
PRINCIPAL CHARACTERISTICS OF PROJECT
Alternative sites considered
Coastal ports............................................................'
River ports............................................................... *
Channel characteristics
Length of selected channel...
Berths
lumwpu.jv,........................ 3QOm
.... 116 km
....... 1 000 m
Depth alternatives......................... Width alternatives
..8m and 10 m
................... 70 m
Double lane channel...................
............... 150 m
Capital dredging estimates
Single     lane     channel     27     000     000     m3 Double lane channel 41 000 000 m3
Annual   maintenance   dredging   for   double   lane entrances and single lane channel
Dredged depth 8 m.......................... 1 400 000 m3
Dredged depth 10m 4 000 000 m3
Transit sheds4 — 115 m x 45 m
2— 90 m x 45 m
Warehouse 1 — 115 m x 45 m
Miscellaneous administration, maintenance and service buildings, site services.
CONCRETE CRIBS
FOR DEEP DRAFT WHARF
o^mumno of berths
REINFORCED CONCRETE DECK on piles
FOR SHALLOW DRAFT WHARFWARRI PORT - PHASE II
NIGER RIVER DELTA, NIGERIA
sr
CLIENT:           Nigerian Ports Authority
SERVICES:     Checking of contractor's design
and construction supervision DESCRIPTION
Construction of Warri Port commenced in September 1977 and was completed on schedule in June 1979. The contract involved substantial site improvement work  on an 85 hectare site composed mainly of mangrove swamp overlaying esturine sands  and silts  5 4 million m3 of unsuitable material was removed from the site, the 150 m wide access channel in front of the quay and the 400 m diameter turning circle Sandfill reclamation amounted to 5 6 million m3 A 1 600 m six  berth quay  and RO RO ramp were constructed with an alongside dredged depth of
11 5 m
The quay was formed by a composite precast and insitu concrete deck 30 m wide supported on
90 cm diameter prestressed hollow precast concrete piles driven to an average depth of
23 00 m At the tear of the quay deck a sheet pile cut oft wall was installed
CAPITAL COST 1979: U.S.S 180 million
COMMISSIONED:               1979
The 4 transit sheds, 2 warehouses, 24 administra tive buildings, workshops  and control tower were constructed in the reclaimed area. The sheds, warehouses  and 4 principal buildings  were all installed 40 cm diameter steel-cased piles, driven to an average depth of -18 m.
The site was  provided with complete water supply and drainage facilities, access  roads, and outdoor lighting. Power supply  included three 800 kVA diesel generator three substations  included and a distribution system around the site.WARRI PORT - PHASE II
PRINCIPAL CHARACTERISTICS OF PROJECT Site improvement
Total             cleared
site             area85             ha
Volume of removed unsuitable
material               5               4               million               m3 Volume of reclaimed material5 6 million m3
Berth dimensions
Berths  6 —  15 000 DWT vessels Total quay  length 1 600 m
Dredged
depth-11.50
m
Shore structures
Transit sheds4 —  176 m x  40 m clear span Warehouses2 —  165 m x  40 m clear span Administration, maintenance and
service buildings24
Total length of steel-cased foundation piles for
major buildings 20 700 m
Water supply from 2 wells and
treatment            plant            1            000            m3/day Power station diesel driven
1
I I I I I I I I
I
Total length of precast concrete cylinder
piles            for            quay            26            200            m Sheet piling for quay cut-off wall 4 500 T
generators              3
x              800              kVA
Area of concrete pavement 270 000 m2
i
1RURAL ELECTRIFICATION STUDY
NIGERIA
NIGER
KATSINA
KANKIYA ■
HADEJIA
north-eastern
BENIN J
A KADUNA
C AMEROUN
3  NORTH
’CENTRAL
KWARA
BENUE-PLATEAU
LEGEND
D
WESTERN ■
66 KV AND OVER
33 KV AND LESS
66 KVAND OVER
33 KVAND LESS
(PROPOSED)
(PROPOSED)
(EXISTING)
(EXISTING)
GULF OF
BENIN
CENTRAL
/SOUTHS (
•EASTERN'
DIESEL STATIONS (PROPOSED)
MAJOR THERMAL PLANTS (EXISTING)
DIESEL STATIONS ON STAND-BY (EXISTINC
DIESEL STATIONS (EXISTING)
HYDRO SITES (EXISTING)
POSSIBLE HYDRO DEVELOPMENTS
POSSIBLE THERMAL DEVELOPMENTS
OWNER;              National Electric Power Authority
CLIENT:               Canadian International Development Agency (CIDA)
SERVICES:         Field investigation, feasibility study and preliminary engineering
DESCRIPTION: The study consisted of establishing a feasible rural electrification program for 137 towns and villages with a total population of 3.250.000 throughout Northern and Western Nigeria.
The study included:
•  establishment of criteria and priorities of centres to be electrified
•   review and analysis of data on the operating costs and on the operation of the existing electrical supply system
•   appraisal and selection of the most appropriate and economic form of supply of electricity to the selected towns
•  forecasting of load growths, development plans, cost benefit analyses, financing and cash flows for the selected towns over a period of 15 years
•  preliminary designs, specifications and standards for generation, transmission and distribution systems
•   recommendation of an implementation program of design and construction together with a schedule of activities
CHARACTERISTICS OF RECOMMENDED PROGRAM
Generating stations (Diesel)
Number................... ................................................................5
Transmission lines
I 32 kV................................ .................................... 1.375 km
66 kV
33 kV
I I KV
.............1 300 km
............................. 3 700 km
........................................ 450 km
Substations
330 kV 132 kV (extension)..................................
132 kV...................
66 kV..............................
33 kV........................
11 kV...................
Distribution systems
Number of towns
......................2
17
30
48
......................3
137ESTUARY HARBOUR STUDY
SENEGAL
PORT OF ST-LOUIS
GENERAL ARRANGEMENT
CLIENT: United Nations Organization
ESTIMATED COST: USS 27 400 000 (1972)
SCOPE OF SERVICES:
Survey  of site conditions, studies  of port capacity  and traffic  forecasts, preliminary  engineering design, capital cost estimates  and report. Major emphasis  was  placed upon studies  of littoral drift and its influence on harbour location.
The overall scope of work included:
•     Preliminary   design   and   capital   cost   estimates   for   alternate   locations   of   both   general   cargo   and   fishing ports;
•   Hydrographic, hydraulic, topographic, oceanographic and geotechnical surveys and exploration;
•   Establishment of construction labour and material cost estimates;
•   Establishment of requirements for administration, customs, police and auxiliary services;
•   Determination of material handling methods,
•   Layout of repair facilities for fishing vessels and barge transport equipment:
•   Determination of ship arrival patterns and berth requirements;
•   Studies of improvements required tor existing vehicular bridge in harbour area.
DESCRIPTION
The objective of the study  was  to develop an economically  and technically  feasible plan for improved harbour facilities  at the ports  of St-Louis, Senegal and Kayes  or Ambidedi. Mali. The work  was  carried out in association with Danish Consultants. The overall development was  to provide improved deep draft facilities  at St Louis  Senegal including provision for transshipment of general cargo between oceangoing vessels  and river barges  for goods  being transported to and from up-river ports  at Kayes  or Ambidedi Mali and also to provide a modern fishing port at St-Louis.ESTUARY HARBOUR STUDY
PRINCIPAL CHARACTERISTICS OF PROJECT
Oceanographic data
Tidal range at coast line.......................................... 1.8 m Maximum  water  level  above  chart  datum  ....  1.4  m
Tidal current at coast....................................... 0.3 km/hr
Littoral current in surf zone.............................. 0.8 km/hr
Significant wave height offshore............................. 2.7 m
Significant wave height in surf zone....................... 1.5 m
3
Littoral drift.............................................. 900 000 m /yr
Harbour facilities design criteria
General cargo volume
Maximum transshipment........................ 290 000 tons Vessels
General cargo (max.).............................. 15 000 DWT
Design vessel........................................... 7 000 DWT
Barges — size (70 m x 10 m)........................ 350 DWT
— draft..................................................1.2 m
Port of St-Louis
Deep-sea berths.................................................. 910 m (SSP tied-back wall - 7 @ 130 m)
Water depth at berths (below chart datum).............. 9 m
Turning basin width............................................... 300 m
Turning basin depth..................................................8-5 m
Deck elevation............................................................. 2 m
Barge berths (5 @ 70 m)....................................... 350 m
Water depth at berths........................................ 2 to 9 m Storage and repair facilities
Closed storage area.................................. 25 000 m2
Open storage area..................................... 25 000 m2
Barge repair....................................................... 1 No
Fish wharves........................................................ 400 m
Port of Kayes/Ambidedi
Barge berths (4 @ 70 m)..................................... 280 m Storage facilities
Closed storage........................................... 12 000 m2
Open storage.............................................. 6 000 m2
River and channel data
Maximum expected current velocity...................1 95 m/s
Maximum discharge........................................3 300 m3/&
Sediment transport.................................. 900 000 rnVyr Rubble mound breakwaters at entrance
Northern (initial) — Length................................. 800 m
Southern
- Length................................300 m
TYPICAL SECTION
Channel depth at entrance,
below chart datum.................................................... m
Channel width at entrance (initial).......................... 150 m Maintenance   dredging  al  entrance  .  250  000  m3/yr
Maintenance   dredging   in   harbour   ..   200   000   m3/yr
Seasonal usage of river system......................... 4 monthsTHE "SPIDER NETWORK” PROJECT
NCOLRIETHNWTE: STERN REEGnIeOrNg,ieIVOERleYctCriOqAuSeTd, AeFCRoICteA d'Ivoire
FUNDING AGENCIES: Canadian International Development Agency (CIDA)
International Bank for Reconstruction and Development (IBRD)
Canadian Export Development Corporation (EDC)
SERVICES:   SNC,   as   a   leader   of   a   Canadian   joint   venture,   carried   out   project   management,   system planning, engineering, procurement, construction and commissioning supervision.
COST 1981 : CDN$ 120 millions
COMMISSIONING: 1987
DESCRIPTION: The project consists of the electrification of three regions of Ivory Coast, each funded
by separate agencies. These regions which are electrified in spider network fashion are Man/Danane,
Odienne and Seguela. Of a total 1980 population of 565,000 in the three regions, the electrification
program will serve a population of 300,000.
It involves the design and construction of 225 kV and 90 kV high voltage transmission lines, 1 9kVand
33     kV     subtransmission     lines,     substations     and     distribution     including     connections     to     individual customers.
PRINCIPAL CHARACTERISTICS OF PROJECT
MAN — IBRD Project
Subtransmission lines
Voltage33 kV Length 230 km Voltage19
Length 297 km
Substation
Voltage 90/33 kV
Distribution lines
Voltage380/220 V Length 306 km
kV
ODIENNE and SEGUELA — CIDA Project
Transmission lines
Voltage90 kV
Length 207 km
Substations
Number................................................................... Voltage
Subtransmission lines
2
90/33 kV
Voltage19
kV
Length 864 km
Distribution lines
Voltage380/220 V Length
and                33
kV
88 km
DANANE and HIGH VOLTAGE TRANSMISSION
MAN/LABOA — EDC Project
Transmission lines
Voltage 225 kV Len9th 1 52 km
Voltage
Length
Substations
Number..........................
Voltages..........................
Subtransmission lines
Voltage...........................
Length............................ Phase
Distribution lines Voltage380/220 V Len^h 605 km
90 kV 77 km
2
...    225    90/33    kV and 90/33/15 kV
33
kV
337 km
.................. 1 and 3ABU DHABI HARBOUR
ABU DHABI. UNITED ARAB EMIRATES
CLIENT:              Ministry of Public Works, Abu Dhabi
SERVICES:          Site investigations, conceptual
design,     preliminary     and     detailed engineering
DESCRIPTION
As a member firm of a consortium, SNC was 
responsible for the conceptual planning of the
complete project, wind and wave studies, soils investigations, topography and bathymetry 
construction materials search and development of
details for all port facilities
The scope of the assignment covered berths  and related channel and basin dredging for deepsea vessels  and for coastal, police and coast guard vessels  Also included were the approach causeway, breakwaters  and all shore facilities including administration buildings  storage and transit sheds  handling equipment and auxiliary accessories
The project was  to be constructed in two stages. Stage I included shore facilities, a rockfill, approach causeway  and shallow draft berths. Stage II included a pile trestle extension to the causeway  and three deepsea berths  with related basin and approach channel dredging and cargo handling equipment
Materials  search was  an important aspect of the project since local rock  was  of unacceptable quality and of inadequate quantity  as  a source of fill materials, concrete aggregates  and armour stone. A rock  quarry  in the northern part of U.A.E. at Ras al Khaimah located during the feasibility  study, has  become the main source of stone for concrete
a99  9 ^
re   a
es       3nd     other     construction     purposes     for
the entire regionABU DHABI HARBOUR
PRINCIPAL CHARACTERISTICS OF PROJECT
Deep draft docks
3 berths............................................................
Dredged depth...................................................
Small vessel dock
Berthing  face  ...
Dredged depth ..
Police dock
Length.............................................................. Defence dock
640 m
9.2 m
365 m
3 6m
180 m
Length..............................................................  150 m
Rockfill approach causeway
Length............................................................2 600 m
Pile trestle
Length.............................................................. 760 m
Dock structures
Precast concrete cribs
Breakwaters
Rockfill core
Precast armour units (tetrapods) Shore facilities
Area
Landfill.............................................
Buildings
Transit sheds Warehouses Administration Maintenance Customs Police
........20 ha
190 000 m3
TYPICAL DOCK SECTION
TYPICAL CAUSEWAY SECTIONQASEEM REGIONAL ELECTRIFICATION PROJECT
QASEEM, SAUDI ARABIA
CLIENT:             Electricity Corporation of Saudi
Arabia
SCOPE:              Integrated electric utility system
SERVICES:        Project management, system planning, engineering, procure
ment,     construction     management, commissioning
COST 1980: CDN$ 1 billion
DESCRIPTION
The project involves  a completely  integrated electric  utility  system to serve a population of 320 000 in 300 towns  and villages  located in the 65 000 km Qaseem region of Saudi Arabia.
This project includes.
•   A 600 MW central gas turbine generating
station
•  650 km of high voltage transmission lines
•   16 high voltage substations to serve all rural and urban areas
•  6 425 km of primary and secondary distribution feeders in rural and urban areas
COMMISSIONING: Initial generation and energizing of transmission system 1983. Completion 1984.
2
• Provision of service entrances for all consumers
•  Connection to two existing generating stations and distribution systems
•  Central control system for region
•  Connections to adjacent regions and future National EHV Grid
•   Provision for future installation of combined fuel cycle steam turbines
•  Construction of permanent townsite for opera tion of plantABU DHABI HARBOUR
PRINCIPAL CHARACTERISTICS OF PROJECT
Deep draft docks
Dock structures
....... 640 m
Precast concrete cribs
....... 9 2m
Breakwaters
Small vessel dock
............ 365 m
Rockfill core
Precast armour units (tetrapods)
.............. 3 6m
Shore facilities
Police dock
Defence dock
............ 180 m
Area......................................................................... 20 ha Landfill 190 000 m3
Buildings
Length........................................    .................. 150 m
Rockfill approach causeway
Length.............................................................2 600 m
Pile trestle
Length.............................................................. 760 m
Transit sheds Warehouses Administration Maintenance Customs Police
TYPICAL DOCK SECTION
i'ROADWAY
TTPICAL causeway sectionQASEEM REGIONAL ELECTRIFICATION PROJECT
QASEEM, SAUDI ARABIA
8
°«
♦
|*l ZUFl]
CLIENT:            Electricity Corporation of Saudi
Arabia
SCOPE:            Integrated electric utility system
SERVICES:      Project management, system planning, engineering, procure ment,    construction    management, commissioning
COST 1980: CDN$ 1 billion
DESCRIPTION
The project involves a completely integrated electric utility system to serve a population of 320 000 in 300 towns and villages located in the 65 000 km  Qaseem region of Saudi Arabia.
COMMISSIONING: Initial generation and energizing of transmission system 1983. Completion
1984.
2
This project includes:
•   A 600 MW central gas turbine generating station
•   650 km of high voltage transmission lines
•   16 high voltage substations to serve all rural and urban areas
•  6 425 km of primary and secondary distribution feeders in rural and urban areas
• Provision of service entrances for all consumers
•  Connection to two existing generating stations and distribution systems
•   Central control system for region
•  Connections to adjacent regions and future National EHV Grid
•   Provision for future installation of combined fuel cycle steam turbines
•  Construction of permanent townsite for opera tion of plantQASEEM REGIONAL ELECTRIFICATION PROJECT PRINCIPAL CHARACTERISTICS OF PROJECT
Main generating station
Installed capacity
Type
Units
Fuel.
600 MW
. gas turbine 9 - 67 MW
crude oil, distillate and natural gas
Generator transformers
Voltage
Rating
Switching station
Voltage
Type.............................
Transmission system
Length......................
Voltage..................... Towers 
Circuit ...................... Conductors
Substations
Number ..
Voltage.
Capacities 
Type
Primary distribution feeders
Smale circuit
............... 13 8/132 kV 9 — 70/93 116 MVA
......... 132 kV Metalclad SF6
... 650 km .... 132 kV steel lattice .... double ACSR
.................... 16
.... 132/33 kV 15. 30. 60 MVA
. .Metalclad SFe
GAS TURBINE
Double circuit.................................................
3 600 km
. 925 km
Secondary distribution feeders
Length
Voltage
Type
Se vice entrances
r
Control system
Voltage33 kV
steel
1 900 km
• •• 127/220 V
3 phase. 4 wires
. 60 000
Supervisory Control and Dau Acquisition ISCADA, from, central dispatch centre to all generating stations and substations via power line carrier
132 kV rowi HNATIONAL METAL WORKS
CORPORATION (NMWC)
ETHIOPIA
MACHINE SHOP,  FOUNDRY
& FORGE COMPLEX
SNC Is providing  consulting  and advisory  services for all implementa tion phases of the project,  plus resident engineering,  commissioning/ start-up assistance and overseas equipment inspection*
The    project    consists    of    a    machine    shop,    foundry    and    forge    complex which contains the following main facilities:
-       a   large   flexible   machine   shop   complete   with   all   necessary   support departments   and   machine   tools   suitable   for   the   production   of   batch quantities     of     maintenance     type     spare     parts     for     general     industry including most types of gearing.
-       departments   in   the   machine   shop   for   the   manufacture   of   1,600,000 industrial    hand    tools    of    various    types,    600,000    pieces    of    domestic cutlery,
-         a     ferrous     foundry     utilizing     electric     induction     melting     furnaces. The   foundry   will   have   a   minimum   capacity   of   4500   TPY   and   includes electric    furnaces    for    test    melts    and    alloy    production.    The    foundry will    be    complete    with    pattern    making    shop,    a    sand    preparation plant,     core     making     equipment,     hand     and     mechanized     moulding equipment, shakeout, casting, cleaning and fettling equipment.
-    a non-ferrous foundry utilizing electric crucible furnaces for melting copper and aluminum alloys. Thia facility will have equipment to cast and machine diesel engine pistons and piston
rings.
“ a forging shop to produce die and open forgings for distribution to local factories.
-    a comprehensive heat treatment shop for carrying out the following processes:
* heat treating and hardening
. quenching annealing
. case hardening and tempering
. chrome and copper plating
. induction hardening.
The project is scheduled for completion Aoril 1988.MX*            w e ci
4.0
•ns nxiwi
4.1 intrwAvt
SNC is *ble to fill
Mvc rwwitly 
Assigrrmrts m .1*H" IrW*-» 
<* 
tw *'*  *  j1M1-- €  .«
f
•*
kv.<« ..w
construction, ivxl cjwwUc* r«f pl«*»'
construction 
of
'**1'‘** ~ ~ll -
I •          .»"?» m
drainage ard irrigation rtrutuw rW^-ll »<•< »<»' .Ji
laser-controlled land lulling. vd «•> rW-’
The following  is a list of ^wcial iMllthdh.w of n*  I*' •”•* team which will enhance our i»rfotww»» in mvv. ,»«*-»•< <w»i a«fcv« i r ■••« the project.
The   Resident   Engineer,   as   Corner   Chief   lwau**F’   t>»jlnaa«   o<
,* »•         •
ISAWIP project, has direct ajxl iww!
!•»* in *v«iy «<«• o<
responsibility required to succrrwifully catty t»it tl» Ai«‘ I piv)*4
. A total of 9 of the other 12 tram tnrwiam lave iwsett invulvwi in 
various aspects of the ISAWIP project with dirwt twwit mqauiertw
relevant to ADP I. Five team members have add it ionnl expet iet»w» t
other subsurface drainage projects.
.    The    Resident    Engineer    and    two    other    team    nvwixuu    ltnv«    tiad specialized    post    graduate    training    in    subsurfaces    drainage    coverirej drainage tubing materials, design and construct Ion tochnlquea.
Within  the last year the Resident Engineer han  authored  five technical reports dealing  with  subsurface drainage design,  filter and  envelope requirements,  installation  equipment,  and  contract implementation alternatives.
All   team   members   have   experience   on   overseas   projects,   ard   all   but one on projects in Africa.
.    Technology    transfer    and    on-the-job    training    on    overseas    projects    is included   in   the   experience   of   nine   of   the   team   members.   Three   of them have teaching experience in African countries.
The    project    team    includes    three    staff    with    Fh.D's    ard    four    with Master's Degrees.
As    per    the    terms    of    reference    the    detailed    curriculum    vitae    of    the proposed personnel are attached in the required format.rwta ** V’ U
4.0 THE FfRSOWH (<xr<'d)
4.2 Proposal IVr^nr v 1
Ihe      personnel      prcpcwl      far      <**      f*      paeitioi      fei listed below in the sane order fart urxWi the IV i
VIII, their curriculum vitae fol lev.
the     Ml'     1     proMrt     w* *ts of ftefet«Ftv ^rrn»
SNC proposes to replace tlx* Mechanical Dijineai by a Specialist.         The         contract         Ehginser         jxeitian coordination.        IVo        short        term        specialists subsurface drainage and one special project advisor.
Position
Plant
will
inclute
praaswrart
will
be
nitei;
cm        Ln 
liane
Resident Engineer
Assistant Resident Engineer
Water Management Engineer
Chief Inspector
Chief Surveyor
Soil Scientist
Environmental ist
Irrigation Agronomist
Project Director
Plastic     Tubing     Plant     Specialist Special Advisor
Computer Engineer Contracts Administrator
Design Review Engineer
C.A. (Noil) van der GUjten Kauri co Ikxitiw
John R. Slater Robot t S. Baker Edwin J. Ikxkjo Leonard Lasklw Marcel Plneau Rodney C. McKenzie Donald I. MacIntyre John K. Kelly Robert J. Broughton Chris J. Taschuk Maurice Janesan
John MetzgerC.A. (NEEL) VAN CEF CIV. IN. PBU
PERSONAL DATA
Date of Birth Citizenship Profession Years with Firm
January I**43
: Canadian
Civil Ehginmr (Untar Rwoutcm)
:
3
Proposed Position on Team : Resident Engineer
KEY QUALEFICATICNS
Mr.   van   der   Gugten   has   20   years   experience   as   project   manager,   chief   or resident    engineer    and    designer    on    water    resources    projects    ranging    from feasibility    study    level    to    final    design    and    construction    supervision.    Ilia project   experience   includes   surface   and   subsurface   agricultural   drainage,   flocd protection,      irrigation,      hydraulic      structures,      sedimentation      and      •roalon, channel    stabilization,    surface    water    and    groundwater    supply    syutomu,    storm water   management,   punping   stations,   hydroelectric   developments   and   t   lvteV   IL diversions.   He   has   a   Master's   Degree   in   the   water   resources   field   as   well   as special post graduate training in agricultural drainage.
Specific responsibilities held by Mr. van der Gugten that are of direct
relevance to ADPI include the following:
Chief Drainage Engineer, 1987-1988
Integrated Soil and Water Improvement Project, Egypt
Responsible for management and  execution  of all drainage improvement work for 30,000  ha of agricultural land  suffering  from water-logging  and salinization,  in  the Nile Delta.  Responsibilities included  procurement and  canmissioning  of a plastic corrugated  tubing  plant and  plastic raw materials; planning  and  detailed  design  of a subsurface drainage system for the entire area,  production  of construction  drawings and  specifica tions,  preparation  of contract documents and  supervision  of construction for the installation  of subsurface drainage; improvements to  200  km of main  and  secondary  open  drains including  replacemant structures,  and  punp station improvements.
Project Manager, 1986-1987
McFarlane Creek Agricultural Drainage Project, Saskatchewan Feasibility study; engineering design and preparation of construction drawings and specifications for drainage inprovements to 5000 ha of agricultural lard in central Saskatchewan. The scope of work included field investigations, topographic surveys, hydrologic analyses, 
of project benefits, engineering design, quantity takeoffs and gyt estimates.Rl
C.A. (NEEL) VAN EER GUGTEN KEY QUALTFIOYTICNS (cant'd)
Project Manager, 1986-1987
Vant Creek Agricultural Drainage Project, Saskatchewan.
Feasibility  study  for drainage improvements to  1300  ha of agricultural land  in  central Saskatchewan.  The scope of work  included  field investigations,  monitoring  of flews,  development of a conceptual design, assessment of agricultural benefits and  determination  of project
feasibility. 
I
"IC
Project Manager, 1980-1984
East  Chilliwack   ARDSA Agricultural Drainage Project, Fraser River Valley, B.C.
Feasibility  study,  design  and  construction  supervision  of surface and subsurface drainage works and  irrigation  improvements for 4,000  ha of farmland serving a drainage area of 12,000 ha. The main purpose of the project was to  lower water tables for improved  agricultural land  use and improved crop production. The land also required protection from flooding due to  high  river levels and  from storm runoff from adjacent hills.  The project included  subsurface drainage,  improving  and  extending  the open drain  system,  flood  control dykes,  hydraulic structures,  and  punping facilities.  The scope of work  included  preparation  of feasibility reports,  detailed  hydrologic analysis and  hydraulic design,  consideration of environmental constraints,  preparation  of cost estimates,  preparation of contract drawings and  specifications,  construction  scheduling  and supervision of construction.
EDUCATION
Bachelor of Applied Science, Civil Engineering 
University of British Columbia, Vancouver, 1967
Master of Applied Science, Hydraulics and Hydrology University of British Oolumbia, Vancouver, 1972
Post-graduate  Certificate,  International  Land  Drainage  Course Macdonald College, McGill University, Montreal, 1985
HCFESSICKAL ASSOdATIQB
Association of Professional Engineers of Saskatchewan
■
I
Association of Professional Engineers of British Columbia Canadian Society for Civil Engineers
Canadian Water Resources Association
Amen can Society of Civil Engineers
Gmadian National Ccnmittee on Irrigation ard Drainage
I
I
IC.A. (NEEL) VAN EER GUGTEN
ACAEEMIC POSTTICNS
1983-1985             Trinity Western University, British Columbia
Part-time Lecturer in Mathematics
EXraREENCE RECCED
Since 1985 THE SNC GROUP, Regina, Saskatchewan
Manager, Water Resources
Manages water resources projects and  provides specialist advice and  input on  agricultural drainage,  irrigation  and  flood protection projects. Projects include the following:
.   Integrated   Soil   and   Water   Improvement   Project,   Egypt
Chief       Drainage       Engineer,       1987-1988.       Responsible       for management   and   execution   of   all   drainage   improvement   work for    30,000    ha    of    agricultural    land    suffering    from    water logging    and    salinization,    in    the    Nile    Delta.    Responsibili ties    included    procurement    and    canmissioning    of    a    plastic^ corrugated    tubing    plant    and    plastic    raw    materials;    plannir^F    - and   detailed   design   of   a   subsurface   drainage   system   for   the entire      area,      production      of      construction      drawings      and specifications,       preparation       of       contract       documents       and supervision       of       construction       for       the       installation       of subsurface   drainage;   improvements   to   200   km   of   main   and secondary    open    drains    including    replacement    structures,    and pump station improvements.
Project responsibilities included  the collection  and interpretation  of drainage test plot (pilot area) data as well as soils data throughout the project,  the monitoring  of flews and  water quality,  the control of aquatic wp<?d-<=;,  and service roads improvements.  Intensive integration  and coordination  was required  with  irrigation  water management, soil improvements (subsoiling  and  laser controlled  lard levelling) and  agricultural extension  caipcnents of the project.
Other responsibilities included  the preparation  of regular progress reports and  special technical reports,  maintaining liaison  and  providing  advice and  assistance to  Egyptian staff on  management,  budgeting,  staffing  and  project execution,  and  assessing  training  needs as well as planning and  implementing  training  programs and  on-the-jeb  training for Egyptian engineers.C.A. (NEEL) VAN EER GUGHN
EXPERUNCE RBCCRD (ccnt'd)
.       McFarlane       Creek       Agricultural       Drainage       Project,       Saskatchewan Project         Manager,         1986-1987.         Feasibility         study;         engineering design          and          preparation          of          construction          drawings          and spyifj      cat      inns      for      drainage      improvements      to      5000      ha      of agrin11tniral land in central Saskatchewan. The scope of
Saskatchewan, 
investigations,
■■ i’ Project, Saskatchewan HyonXear^zM. Coordinator, 1985-1986. 
hfomujgu arc hj^imatric studies, hydraulic design of
Coordinated
a/r
darnel, river channel improvements, 
MjMbJ
 and 
fn.u eawatxr^ static. eg. j* ajurcTull River.
Umw.utj «umj7
rwaevtiapaent of
st^gg for the
100 w island
t
<xBj4*-- t«ai/ Rtoj^kx, Hoista/)
H»rr     icipaucj     Ul       6lte     visit     to w                        auorti^tifin of
tut Hat buna* st* cr»»ort iu*n>-C.A. (NEIL) W FH? OLETWI
Exrwtnio:                      (<at* 'd)
Lvkr Diefertmkw Itotar mat) Technical Director. **■■■■*»'’ otf lcvrls .vd th* evrw*jj*ruww t» ‘ >••■•' 
•<»*»>*”
»w> **’
**• <r**
water
of lrvr**»! vP.Jrlrew* • ftw IaK®
The axpr of work Uvlid*l <Moin»tl<r i»f ereiw* ma dcvclcyrrnt of a wnt*i balarcw fre 'a»®
simlaticn reddling of vnrlcw w»t« .w»wmh>«, *»< irpact assessments.
. Assiniboino River Basin -
of Flawing Stuty.
Saskatchewan Technical Director. 
A Btixty to cu<>i)a tw'tajnvni
infornwtion  and  develop  th® tern® of refnrervn  fut a l«wln planning  study.  Ibo  scope of work  included  preprint tw of the water resources information  and  data Labm for th® basin,  identification  of current and  future water ilawita, proposed  reservoirs and  other dcvelajmantn,  aid  dwelt,tm»nt of planning objectives.
1976-1985                 DELCAN, Chilliwack, British Columbia
Head - Water Resources, Pacific Region
Project     director     or     design     engineer     on     a     wide     variety     of     water resources projects including:
.      East      Chilliwack      ARD6A      Agricultural      Drainage      Project,      Eraser River Valley, B.C.
Project        Manager,        1980-1984.        Feasibility        study,        design        and construction       supervision       of       surface       and       subsurface       drainage works      and      irrigation      improvements      for      4,000      ha      of      farmland serving     a     drainage     area     of     12,000     ha.     The     main     purpose     of the        project        was        to        lower        water        tables        for        improved agricultural       land       use       and       improved       crop       production.       The land       also       required       protection       fran       flooding       due       to       high river      levels      and      fran      storm      runoff      fran      adjacent      hills.      The project           included           subsurface           drainage,           inproving           and extending        the        open        drain        system,        flood        control        dykra, hydraulic       structures,       and       punping       facilities.       The       scope       of work         included         preparation         of         feasibility         reports,         detailed hydrologic        analysis        and        hydraulic        design,        consideration        of environmental          constraints,          preparation          of          cost          estimates, preparation of contract drawings and specifications,C.A. (NELL) VAN EER GOTTEN EXPERIENCE RECCED (ccnt'd)
. Scmenos - Richards Creeks ARDSA Agricultural Drainage Project B.C.
Drainage Specialist. Study to determine design flows
___
hydraulic "design of drainage improvements to lcwer water levels for inproved agricultural production.
and
. Yarrow Drainage Study, B.C. Study Director. 1_
Feasibility study for constructing drainage
improvements to prevent flooding of 640 residential and agricultural land.
. Majuba Hill Drainage Study, B.C. 
Study Director. Assess the adequacy of drainage system and propose inprovements flooding and gedimputation problems.
ha
the to
of mixed
.  Field  visit,  technical review and  discussion  with  Dutch Polder Authority  (RUP) of Flevo  Polder land  reclamation project in  the Netherlands.  Project involved  dyking  of a 97,000  ha area of the Zuyder Zee,  surface and  subsurface
drainage        and        punping        stations,        soil        improvement        and infrastructure requirements for agricultural development.
all
. Inches Creek Salmon Hatchery, B.C.
Project Manager. Design, preparation of contract
and tendering for a groundwater supply system consists
12 HP and 25 HP pxmps with ocnplete metering, control, and alanr systems, including automatic switching to 
-by
diesel generator. <
Ocnplete electrical, mechanical and HVAC
design of the hatchery building was included.
■
Sectian B
Alignment, B.C.
studir to determine benefits
I
and
3 6'5
of dyke to p
<telta flordniaS °f a9ricxdtural land in the Fraser
®xiy included hydrologic aral flood             oss^i     -‘s-"Scions, sur ■/svew ysstat, l iona'and us   35      e stu
'Tts and cost -benefit analyses.
/
es,
• ^ ^rest fetreat Centre B c
r
Project Manager ri.
gmjn&ater ajnuirv
stora* M di£trihuti°n SyS“"'
8U FP1Y system including B.C.
feasibility of fiorr'
^iong the Fraser River. proUctiQr' byC.A. (NEIL) VAN EER GUGHN
EXPEDIENCE RECORD (ccrit'd)
. Home Creek Erosion Study, B.C.
Study  Director.  A study  to  assess severity  of present and future erosion,  determine stable regime channel parameters and recommended remedial measures for Home Creek channel.
. Camp-Hope Improvement Project, B.C.
Project Manager.  Design  and  supervision  of construction  of a controlled  water intake structure and  diversion  channel system to  take off water from the Fraser River to  augment flows in  the Camp  and  Hope River channels located  in  the Fraser River Delta.
. Hope River Study, B.C.
Study  Director.  A ground  and  aerial reconnaissance study  of the Hope River to  identify  major erosion,  sedimentation, flooding  and  channel capacity  problem areas and  outline alternative remedial programs.
. Merritt-Kamloops Highway, B.C.
Hydrologist. Carry out hydrologic analyses of regional!IC
data, determine design peak discharges and runoff regime aE all major creek crossings for some 65 km of new highway, and identify major wetlands and inpacts of highway crossings on wetlands.
. Clear lake Beach Study, Manitoba
Specialist. Determine causes of loss of beach sand and recommend remedial measures to permit natural replenishment.
. Hatzic Lake Erosion, B.C.
Specialist. Design of shore erosion protection works.
. Anderson Creek Culvert, B.C.
Project Manager. Design and supervision of construction for rehabilitation and extension of double 3 m x 2 m concrete box culvert including baffles and weirs for fish passage.
. Chilliwack Creek Rearing Channel, B.C.
Project Manager. Determine groundwater supply and design 2 km long salmon rearing channel.
. Nicomekl Drainage Study, B.C.
Hydrologist. Planning of Hydrometric network and design of stream gauging stations.C.A. (NETT.) VAN EER GUGTEN
EXPERIENCE REXXRD (cant'd)
1975—1976                    CRIPPEN ENGINEERING LID., North Vancouver, B.C. Drainage Engineer
carried out hydrologic and hydraulic studies and designs
drainage
cha• nnels,’ culverts, hydraulic structures, outfal
> of
Is,
discharge
works and punping stations for drainage and fl<
protection industrial
projects for agricultural, residential <
ood 
and
areas. Projects include the following:
Fraser
River Flood control Program, B.C.
Design
of
internal drainage works.
. District of Coquitlam, Control, B.C. - 1 system layout for River floodplain.
Fraser Mills and Cape Horn Flood Design of flood control works and drainage
1000 ha industrial site
Scott Creek Flood
inprcvenerits and 
residential - agricultural watershed.
Control, B.C. - Design 
flood control measures
on the Fraser
of drainage for mixed
1969-1975
INTERNATIONAL POWER AND ENGINEERING CONSULTANTS AND B.C. HYDRO AND POWER AOTHORITY, Vancouver
Water Besouroes Engineer
Involved   in   a   wide   range   of   hydrologic   and   hydraulic   studies and designs for hydroelectric projects, including:
.   Portage   Mountain   Development   (W.A.C.   Bennett   Dam),   B»C. Studies    and    field    programs    to    determine    the    effects    of
regulation on the behaviour (hydraulics, flooding potential, scour, sedimentation, ice effects) of the Peace downstream channel, selected tributaries, and 
Peace-Athabasca Delta ocnplex.
River the
. Site One Development (Peace Canyon), B.C.
Hydraulic     design     of     spillway,     power     intakes,     and conduits.
power
■*
Moran Dam Site, B.C.
Reservoir    sedimentation    study    for    proposed    Fraser    River dam site.C.A. (NEIL) VAN EER GUGTEN
EXPERIENCE RECORD (cont'd)
. McGregor Diversion Project, B.C.
Preliminary  study  to  predict hydrologic effects of diverting McGregor River into  Parsnip  River including  planning  and conducting  field  program to  collect baseline data on  river channel characteristics including sediment loads.
. Kootenay Canal Project, B.C.
Hydraulic design of power canal and forebay.
. Jordan River Redevelopment, B.C.
Determin
ation 
of
storage
requireme
nts
and 
reservoir
sizing 
and 
developm
ent
of
operating 
rules
for
three
reservoir
systems.
• Gold River Development, B.C.
Hydrologic        study        of        watershed        to        determine        flews        available for power.
1969                            CANADA DEPARTMENT OF ENERGY, MINES AND RESOURCES, INLAND WATERS
BRANCH
Hydrologist
5nC
Conducted  water level and  stream flow measurements and  river surveys on  the Fraser and  Kootenay  Rivers; critical review of hydrometric data for B.C.  stream gauging  stations,  and  surveys and inspections of Fraser Valley dykes.
1967-1969                  UNIVERSITY OF BRITISH COLUMBIA
Graduate Student
Undertook course work and research towards master's rUgra? in hydraulics and hydrology with special emphasis in erosion ard sedimentation. Teaching assistant in hydraulic laboratory and surveying courses.
LANGUAGES
Speaking
Reading
Writing
English
Excellent
Dutch
Excellent
Excellent
Excellent
Arabic
Excellent
Fair
-
GoodI
C.A. (NETT.) VAN HR GUGTEN
REKRIS AND RJHLKMTCNS
van der Gugten, C.A. and Metzger, J.F.,
Criteria. ISAWIP Techn
ical R
eport.
, 
1988.
1988. Subsurface Drainage Design
Subsurface Drainage Construction, Study
Implementation Options
.
ISAWIP Report.
van der Gugten, C.A.
and
Design Criteria and  Cost
Gallichand,     V.,     1988.     Subsurface     Drain     Envelope Estimates. ISAWIP Technical Report.
van der Gugten, Installation
Report.
C.A. with
and  Metzger, J.F., Trenchless Equipment
1988.       Subsurface       Drain       Pipe at ISAWIP. ISAWIP Technical
van der Gugten,        C.A.,
Metzger, J.F.,
and
c
van der Gugten, C.A. and Dick, W., 1987. Lake Diefenbaker Water Use Study Report for the Saskatchewan Water Corporation.
Ramsey', D.G. arc van der Gugten, C.A., 1987. Assiniboine River Basin, of Planning Study Report for the Saskatchewan Water Corporation.
Design
van der Gugten, C.A. arc Dick, W., 
1986. McFarlane Creek Flood Control
Project, Feasibility Study Report for the Saskatchewan Water Corporation. 
1986. Vant Creek Flood Control Project, Feasibility Study Report for the Saskatchewan Water Corporation.
van der Gugten, C.A., 1986. Russell Creek Irrigation Project, Delivery System Study. For the Saskatchewan Water Corporation
 1985. Clapperton Creek to Kamloops Highway Route. 
Volume v - Hydrologic Aspects. For the Ministry of Transportation < Highways, British; CokBbia.
, 1985.
District of Chilliwack.
Manitate.
, 1982.
Hope River Reconnaissance Study. For
Clear leke Beach Study. For Parte Canada,
and
the
, 1982.
Flow Velocities'1 by S.C.
Division, ASCL, Vol. 108,
DisQjfiBKjf) of "Scour Aruurri Bridge Piers at High airj ano £   Fischer. JourraJ of the Hydraulics
£
1982.REPORTS AND PUBLICATIONS (cart'd)
, 
1982. Home Creek Erosion Study. For the District of
Mission.
CB.Alanc. (NheEEL)    t,      VJA.FN.; DER Gvan UGTENder        Gugten,        C.A.;        and        Waters,        R.        1981.        Agricultural Drainage       Feasibility       Study,       Scmenos       Creek       and       Richards       Creek       Area.       For the Ministry of Agriculture, British Columbia.
van der Gugten, C.A., 
1981. Chilliwack Dykes Section B CXitside Alignment
, 
, 
, 
, 
Benefit-Cost Study. For the District of Chilliwack.
1980. Fast Chilliwack Agricultural Drainage Study. For the Ministry of Agriculture, British Columbia.
1979. Yarrow Drainage Study. For the District of Chilliwack.
1978. Chilliwack Wing Dykes Feasibility sturty. For the Ministry of Agriculture, British Columbia.
1975. Fraser Mills and Cape Horn Flood Control. F^£ the District of Coquitlam.
, 
1975. Harbour
Control.
Street         and Cedar Drive Internal Flood
For the City of Port Coquitlam.
.     1971. Peace-Athabasca Delta Studies. For British Columbia Hydro and Power Authority.
----------- .------------------------ ,      1970. Discussion of "Designing Spillway Crests for High-Head Operation" by J.J. Cassidy. Journal of the Hydraulics Div-isim ASCE, Vol. 96, Aug. 1970. 
'
------------------------------- _, and Power Authority. 
1970.      Heart      River      Scour.      For      British      CPluntia      Hydro 
2■
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P
H
(I I IMAURICE BFMYAMTH WWCC, PERSONAL DATA
Date of Birth
: February 16, 1933
Citizenship 
: Egyptian
Profession
: Civil Engineer
Proposed Position on Team : Assistant Resident Engineer
KEY QUALmCATICNS
Mr.Botroe has twenty-five years of experience as designer and  Executive Engineer in  many  water resource projects fron  the feasibility  level to 
final design and construct ion loplanertaticr. 
-iis project experience
includes          tile          drainage,          Land          reclamation,          irrigation,          housing          and municipal projects. He has a degree in Civil Engineering.
Specific      responsibilities      held      by      Mr.      3ctros      that      are      of      direct      relevance to ADP I include:
. Director Manager, 1986 - 1988
Tile Drainage, Qena Governorate
Responsible for the feasibility study for the final implementation of a tile drainage .network serving 58,900 the Qena Governorate m Egypt, toycre o.» ■ r: >rw» faasnoility studies, final design, sqperviaicn or final
x-xl
specifications,         supervision         of         construction         for         subsurface         drainage installation and project munageaent.
. Director Manager L9«4 - IS80
Irrigation nil Drainage .-renaDclitatian, Scnag Governorate
LMta           collect           ion,           auuuc           feasibility,           final           design           arc
^lamentation 
rno M'JI .ceponencs of rnn project. Lhe
project     mvolveu     aarthworfc     a»xi     nyoraulic     structure     d^ign,     _xen     n-a     -» lenatuLitat ion nil liu twimecion.. Director Manager, 1980 - 3984
Tile Drainaon Network. Sahsc GCK»ernorate
Overall   respondlbility   for   thus   subsurface   drainaoe   project   serving four  reoiore  total  lire  45,500  feddar  in  the  Sohag  Governorate.  This prefect    war    irTrlernertec    tc    ]cwrer    water    tables    and    urprove agricultural  land  use  and  crop  productions.  Other  oenponents  of  the pnriect   involved    water   quality   i«nitoring   and   soil   surveys.   The «copr  of  work  involved  preparation  of  feasibility*  reports,  eoononic evaluation   cor*   err   ;mater   preparation   of   contract   drawing   and apecif jcat ]<rr construction planning and construction supervision.
BoaCUtJW Director 197€ - 198C
Housirr: Prelect Sahac czvernoretx
Thu   prciec*   involves   thr   design   and   construction   supervision   of haMinc  anr  adkinxstretiar  neefec  lr.  a  central  village  serving  newly reclaiiw      agriculture,      ianc.      RMponsibilities      included      detailed design    prepare*    .on?    of    final    dewing?    and    specifications    and <xrwtru*    lor    mjM^ssior    Th*    project    al    sc    included    design    and
conr-nrt
o
<
dlMrlbltior. anr
*yr& sj? as road networks, water
<x. uectior svstcflc*.
HXKXriO
iwOM.or of Scianot Civ_ auinwrin?
(ftuwvity of Gam, IS*.
fOMBlOkJ ASHOOATjaf
tiigimarini Syno-otu
MattUMO MOM
■■ Ml
■
Am UH
■JU .■
OJC rwk.^ o, 
U. XL,utx. 
fu » itfrtLinUtiu.
“ c lUana^t
tul
u. Um
?
I
I
IGovernorate         in         Egypt.         The         project         scope         included 
hydraulic
structure
design, 
canal
lining 
and 
geotechnical
analysis, 
materials
scheduling 
and 
project
planning.      Eoononic      analysis      and      soil      surveys      were      also a major component of the project.
. Tile Drainage Metwsrk
Feasibility           studies,           cost
analysis,           final
design, 
construction  supervision  and  project control for a tile
network  in  four regions of the Scrag  Governorate in 
Egypt.  This subsurface drainage and  lard  inprovenert
project improved  agricultural productions for ar.  area
encompassing  75,500  feddar.  Sesccrsible for the overall
project
control, 
construction 
icplsnertatior. 
and 
financial administration.  Scope of the work  involved final drawings and  specifications for punpirg  stations and Land leveling
Sahaq Governorate
. Housing and Administrative 3uildmq Project
Executive Engineer reapers ~o La for the establishment of
housing and admmxstrat-'/e building in a centrad, 
village in a newly rec_a_med area of 5, DOC feddar. 
Design drawings and specif .cat .ms *ere ner^r-ipr4
Construct tor. ^cneta. _ng and jqpLaBentaticn plars were
also oaipleted. liner cesponer.ts of me oro'ect
included JrinKinq «atar aupp^y. ^ewaqe collect .on 
systems and road network *«— .p-
jera Governorate
rile Drainage Network
this     tiLe     Jra_     age     aro'ecT     «as     oaspiatcd     m     the     Derxi jjvurnorate, to serve an area of 13,000 f-axtun
pro^t uu.iudad  rlood  control works,  suteurraee arc surras irauw,  areiunnary  water quality  mulctum HU Laid  1WK™«*  stujies.  Tha scope cf work uvltwlMl ptullmuwiry  cwpcits,  hydraulic ana_ysis aixi iwo.gn.  CL.WLL  Jtaiign  of cubing  staticm ;r^w^,r v-. j[ a*l «»CufcaUe»,  final irawiixjt,  ana ^ecificatxcr® uu xmi*>t.iuct ion viwtii uxj ,Western Nubaria
. Land Reclamation
Executive Engineer responsible for feasibility  studies, economic analysis and  final design  for the reclamation of 25,000  feddan  in  Western  Nubaria.  This project
entailed soil
surveys, salinity analysis, land
leveling,        open        drain        improvements        and        irrigation        canal
rehabilitation. 
Other coiponents of the project
involved         construction         implementation         and         project         cost control
Kafr El Shiekh Governorate
Land Reclamation Study
Feasibility  study  to  determine the benefits and  costs of reclaiming  land  in  approximately  35,000  feddan.  The
stud}' 
investigated 
soil
chemistry,             surface             and 
subsurface          drainage,          punping          stations,          land          leveling, saline          leaching          reg.".nanents.          The          objective          of          the stud}        was        to        lower        water        levels        and        reduce        soil sal inity.
Tahrir Prcr/ince
Lane ftec_an»tior.
This project inciudec drainage and  land  improvements for approximate- y  25,000  feddan.  Project details xnvclvec He jar ~anc leveling design, open and
subsurface         drams,         soil         analysis         and         irrigation         systems
nehat-. itatior.. 
Final design drawings and
^cations were preparec. Construction inspection, are  project sajaaLumg were a oanponent of the duties.JOHN R. SLATER, P. Eng., P. Aq.
PERSONAL DATA
Date of Birth
: January 30, 1947
Citizenship
Canadian
Profession
: Agricultural Engineer
Years with Firm
2
Proposed Position on Team : Water Managenent Engineer
KEY QUALLFIGATICNS
Mr.  Slater has 12  years experience as project manager and  project engineer on water resources projects ranging  from feasibility  study  level to  final design 
and           construction           supervision.           His           project           experience           includes
irrigation 
engineering,           hydraulic           structures,           small           basin           hydrology,           seriirentaticr.           and erosion,       river       engineering,       surface       water       and       groundwater       supply       systems,       storm water           management,           hydrometric           networks,           pumping           stations,           and           agricultural
drainage. He is an agricultural engineer specializing in water resources soil conservation.
EDUCATION:
Diploma in Civil Engineering Technology Northern Alberta Institute of Technology, 1970
Bachelor of Science in Agricultural Engineering University of Alberta, 1978
-
Additional        postgraduate        Courses        in        Advanced        Hydrology,        Ice        Engineering, Hydrogeology and Open Channel Flow
PROFESSIONAL ASSOCIATIONS
Association         of         Professional         Engineers,         Geologists         and         Gecphvsioists         of Alberta
Alberta Inst Ltute of AqrolcgistsJOHN R. SIAIH?
EOERIENCE RECORD (CCTlt'd)
Since 1987 THE SNC GROUP, Lethbridge, Alberta
Senior Water Resources Engineer
. crowsnest Trail Water Supply, Lethbridge, Alberta
Project Engineer.  Provided  project management and  final design  sendees for supply  of irrigation  and  fire protection water to the Crowsnest Trail Corridor in Lethbridge.
. Newell Water Supply, Eastern Irrigation District, Alberta
Project Engineer.  Project management and  design  of water supply  project for the Eastern  Irrigation  District.  This project involved  the installation  of a pump  station,  auto matic water control system,  and  5000  metres of buried  water distribution pipe.
Readymade      Irrigation      Project,      St.      Mary      River      Irrigation District, Alberta
Prefect Engineer.  Prepared  feasibility  report for the rehabilitation  of the Readymade irrigation  delivery  system in  the St.  Mary  River Irrigation  District.  The project involved  preliminary  designs,  cost estimates and construction scheduling for irrigation laterals and new
control         structures         serving irrigated land.
. Rivemurst Irrigation Project, Saskatchewan
2400 acres of
of tx* oaiMon lri 15 metre
Meli, Caic.     Ra<oi, Jltatior.,     St. Lustr ua, /-uukru
u rv River irrigation JOHN R. SLATER
EXPERIENCE RECORD (cont'd)
1986
«■
M
IB m
■
!■ m
!■
STANLEY ASSOCIATES ENGINEERING ITO.,    Lethbridge, Alberta
Senior Water resources Engineer
Responsible         for         planning,         design         and         construction         supervision of irrigation projects.
. East Horsefly Main Canal, Taber Irrigation District, Alberta
Design  Engineer.  responsible for the design  of 4.5  km of main  canal.  Project involved  reshaping  the existing  canal to  increase its capacity  to  15  nr/sec.  Other aspects of the project involved  seepage control design  of a 15  metre high  fill section  across a coulee,  and  design  of reinforced concrete hydraulic control structures.
. Raymend - St. Mary #1 Pipeline, Raymond Irrigation District, 
Alberta
Design Engineer. Responsible for the design of 5 km
pipeline ranging in size from 200 mm to 300 m. The project
replaced existing canals to improve efficiency and reduce
water losses and soil salinity.
. Welling Main Canal Rehabilitation, Raymcrd Irrigation 
District, Alberta
Design  Engineer.  Responsible for design  of 3  km of rain canal with  a capacity  of 1.5  nr/sec.  Ths*  project objective was to  increase canal capacity’ and  ra-h-p*  seepage losses.
1985 - 1986                 FENCO ENGINEERING INC.
Senior Irrigation Engineer
Baro Raya Irrigation Project,
Responsible for the design  of the Tiro  irrigation  area totalling  6200  ha.  Work  included  design  of approximately  65 km_  of mam canal and  laterals and  47  km of drains includina 125 control structures and 70 bridges.
Responsible for the Gemorah Aquaduct.
mi      had      a      capacity metres.
hydraulic and structural Assign of the The aq^aduct spanned the Gemorah River
of I m , sec and a maximum height of 20JOHN R. SIA3ER
EXPERIENCE REOCRD (ocnt'd)
1980 - 1985 STANLEY ASSOCIATES ENGINEERING LTO.
Water Resources Engineer
. 
aver
sni
.      Clonal      hydrologic      study      of      the      Old      lake      drainage      basin for Esso Resources Canada Ltd.
.       Project       Engineer       responsible       for       the       hydrologic       modelling and     hydraulic     design     of     an     agricultural     land     drainage     scheme near Rimbey, Alberta.
.      o?rrh      rt-pd      a      hydrologic      and      economic      evaluation      of      an agricultural land drainage scheme near Minburn, Alberta.
.     Prepared     a     Master     Drainage     Plan     for     Calgary's     Transportation and Utility Corridor utilizing the OTIHYMD watershed model.
.    Conducted    a    flow    analysis    on    ungauged    stream    and    prepared    a conceptual      water      supply      design      for      Tumbler      Ridge,      British Oolumbia.
.     Evaluated     the     surface     water     supply     potential     of     a     number     of lakes in the Oold Lake region for Dome Petroleum.
.     Project     Engineer     on     a     river     and     ice     engineering     study     for Edmonton      Power's      Genesee      raw      water      intake      on      the      North Saskatchewan River.
.    Performed    a    river    and    ioe    engineering    study    on    the    Athabasca River for the City of Fort McMurray's new river intake.
.     Participated     in     the     design     of     a     river     intake     for     the     Kitimat River Fish Hatchery near Kitimat, British Columbia.
Hydrologic      assessment      of      the      KLoiya      River      watershed      near Prince Rupert, British Columbia.
Smc—  nasin  regional hydrologic modelling  for a source water s^ply  for Queen  Charlotte City  on  Queen  Charlotte Island, British Oolunbia.JOHN R. SLATER
EXPERIENCE RECORD (ccrit'd)
.  Developed  a hydrologic monitoring  network  in  the Hartley Creek  basin  north  of Fort McMurray  for Gulf Canada Resources Ltd.
.       Participated       in       the       development       of       a       hydrologic       monitoring program       for       a       number       of       small       watersheds       near       the       Birch Mountains       in       north       eastern       Alberta       for       Canstar       Oil       Sands Ltd.
.       Developed       a       monitoring       network       for       a       number       of       small watersheds near Genesee for Fording Coal.
1978 - 1980
1973 - 1976
HARDY AND ASSOCIATES, Edmonton, Alberta
.        Performed        river        engineering        studies        on        six        major        river pipeline        crossings        south        of        Grande        Prairie        for        Federated Pipelines.
.       Selection       of       design       flood       and       computer       simulation       of       flood conditions       on       Still       Creek       for       the       Greater       Vancouver       Sway and Drainage District.
FENCE) CONSULTANTS LTD., Edmonton, Alberta
.     Hydrology     and     Flood     Study     of     the     Yukon     River     basin     for     the Yukon Territorial Government (1974) .
.       Regional       hydrologic       analysis       of       the       Copter       Creek       watershed for the MacIntyre Mines near Grand Cache, Alberta (1977).
IANGUA43S
Speaking
Reading
Writing
English
Excellent
Excellent
Excellent■
■
■
I
I I
IROBERT S. BAKER
DRAINAGE ENGINEER
PERSONAL DATA
Date of Birth : March 12, 1955 Marital Status : Single Citizenship : Canadian
EDUCATION
D.E.C. - Health Sciences
CEGEP John Abbott Collego, Ste. Anne de Bellevue, Quoboc
D.V.M. Program, Ontario Veterinary College University of Guelph, Ontario - 1976 -1979 Department of Microbiology and Immunology McGill University, Quebec, 1979
Bachelor of Science, Agriculture (Animal Science) McGill University, MacDonald College, Quebec, 1901 Bachelor of Science, Agricultural Engineering McGill University, MacDonald College, Quebec, 1902
LANGUAGES
Spoken » English Written : English
SUMMARY OF EXPERIENCE
Mr. Baker has  a degree in Agricultural Engineering and in Animal Science from MacDonald Cullege. He gained experience in subsurface drainage working under Dr. R.S. Broughton at MacDonald College, during school breaks, as  an assistant, supervising the installation of underground drainago systems. Since graduation he has  been continuously  engaged in the installation of subsurface drainage systems in foreign countries.
.../2WHIRT $. RAM R
IXrCRJFNCf
Slncp 1ORA SrPRAiJM - P1LLJNGHAM. Msrdnn Salinity Control And
Reclamation Project, Merdan, Pakistan
^rrjert Inginppr
Supervise*  and  cootdjnat  pr   thn  jnat  al  1  at  ion  of  underground drainago     ayateme.     Put     are     include     auperviaion     of     survey staff    enoaopd    jn    the    levnut    of    the    system,    supervision    of 1  net  al  Jet  jonc  of  drainage  tubing  bv  trencher  end  by  ♦  ranch-
Jprf pic*. Putiep also include supervision of receiving, eforkpjJjrio snd handhno uf PVT tubing, gravel envelope,
end fabric jJter.
r
Related work jnludoe scheduling
const rurt Xw erfnitlee, design checks end compilation of
bl JJe of quantitjea.
WRRA\ RTrsr^App A RAPTMHORSM MC., Pretoria, South
Africa
Ao* iculture' Inomeer
Dufjee rrjt^K dPPicr e’e* construction aupcrviaion of tho Noodwe* Trrioetlo* 'roe rrrJue*t( Projoct. Related duties inr udrr de'•*rmpw-iir’ of irrjgaHe ereae and present land
uer rroa «»erja P**ot c inf erpret at; one.
a oAf-MTK- p AG^jra tjra. LNGWtING, MecDonald College
re            df
. . O’lvarsjtv Project. 9*4 aw
Mtwys *0 -w SNivraBfrt cf hydraulic conductivity ueJx thr euor- »iuJr serfhod end air entry permeameter. Sdbeeoup^ eneiwxe <K da’a. Mlxnxtiw of conductivity for deaig o* w»u**e<r drei'iag* evetomo. Duties also
X<rJuM topog.’tp* k aufvrve anc drafting of preliminary 
^evou’f #or
»yr* >ar drawings.EEWTN J. IDOGE
FWr/JHAr, DATA
tote of Birth Citizenship Profession Years with Firm
: June 6, 1942 : Canadian
: Surveyor : 1
Proposed Position on Team : Chief Surveyor
KEY QGAIJPTCATTGhD
Mr. Hodge has 25 years of experience in survey work in Egypt, L'dcresia, Papua-
Hew Guinea, Australia ard Canada. He has spent the last 10 years as Chief
Surveyor or Sur/eying Manager responsible for a wide variety of construction, 
mapping and legal sur/eys.
His most recent responsibilities of direct relevance to A2P I are as follows:
integrated Soil and Water Incrovenert Project, Egypt, 1388
Chief Surveyor.  Pesocnsdsie for supervision  ard  coordination  of four survey  crews carrying  cut the survey  «crk  for the prefect.  including  oench mark  control sur/eys,  topcqraph^c sur/eys.  lay  cut ard  .ocat-or sur/eys for surface ard  suteurface ira_naqe odes,  irrigation  cncrovenerts.  and 
precisian lard Levelling. 
sur/ey equipment mc-lxied Elsctrtnic Total
Stations,      and      Laser      prade      ocrtrol      equipment,      as      •«!_      as      convent.,      oral rguipwrt.
Asamera Oil, Lndcnet-a 1585 - .986
Ouer Survey  and Mapping  Engineer,  -teepcna ibis for planting,  occrtmaticrs and direction or a  •  nJe /ariety  of surveys ranging  froe geodetic oench mark control,  jcnatract-cn aur/eys,  location and Land sur/eys.  ard precise surveys for industrial plant .aycut.
taixjmun
Batltelor         jc           Science         hc-tograesfccry         Major,         fTC         Delft.         The         Metherlands, 1970
Maatex      or      aciteMje      ter      tai      Airveying      Major,      .TC      inecltede      i*te      Metfter      lands, 19 '4
a_ositj __ltd jui veyui 197’’
KiUa u al JUi ^eyvi /XWEDWIN J. H3DGE
ITOFESSICNAL ASSOCIATIONS
Canadian Institute of Surveyors
Institute of Surveyors of Australia
Association of land Officers of Papua and New American Society of Photogrammetry and Remote
, 
Registered     Land,     Mining     and     Engineering     Surve^?r'     Guinea Registered Land Officer and Surveyor, Papua and New Guinea
EXPERIENCE RECORD
Since 1988
snc
1986 - 1987
1985 - 1986
THE SMC GROUP
. Integrated Soil and Water Uprwvement Project, Egypt, 1988
Chief Surveyor.  Responsible for supervision  and  coordina tion  of four survey  crews carrying  out the survey  work  for the project,  including  bench  mark  control surveys,  tcpo- rp-^phir surveys,  lay  out and  location  surveys for surface and  subsurface drainage works,  irrigation  improvements,  and precision  land  levelling.  Survey  equipment included Electronic Total Stations,  and  laser grade control equip ment, as well as conventional equipment.
Seif-enpl eyed  by  Contract with  various private firms and government agencies.  Work  responsibilities included  the following:
.     Geographic     Positioning     System     and     Environment     Survey,     New York to Texas, U.S.A.
Cadastral Tie Surveys, Nordegg to Hinton Region, Alberta.
.     Chief     Superintendent     and     Bridge     Engineer     for     construction     of Sangudo Bridge over Paddle River, Alberta.
. Alignment of Devon Bridge bearings, Devon, Alber-t-a.
A2AMEW-. OIL, Indonesia
Cfiie;      Survey      ano      Mapping      Engineer.      Responsibilities      included p-anmne ano execution, of the following projects:
seismic
the exploration oreat
r ^clr«K'‘*phical information withinEDWIN J. HDDGE
EXPERIENCE RECORD (cant'd)
.      Land      acquisition      surveys      for      well      locations,      roads,      pipe lines, new settlements, canps and station facilities.
.    Establishment    of    a    permanent    plan    record    and    data    base    for well      locations,      acquired      land      parcels,      geodetic,      topographic "as      built"      facility      information,      road      and      pipeline      systems and other related land information.
.      Engineering      and      construction      surveys      for      oilfield      explora tion, drilling and development purposes.
.      High      precision      industrial      surveys      for      plant      layout      and alignment.
.     Contract     supervision     and     control     records     for     subcontractors, i.e. personnel, materials, time and costs.
. Investigations and feasibility studies far airports, 
shipping routes, canp facilities, transportation routes,  
local natural building material supplies, hydrographic arfl
marine studies.
.  Design  and  supervision  of civil construction  projects including  canp  facilities,  roads,  storage tanks and  other oilfield installations.
.      Liaison      between      company      and      governmental      authorities      on matters relating to the aforpmerti oned tasks.
. Training of National Personnel.
1980 - 1985 McELHANNEY SURVEYING AND ENGINEERING LTD., 
Alberta
Manager       of       Legal       Surveys.       Responsibilities       irv-irHcri       the following:
.     Management     and     administration     of     the     Edtxnton     w-F"!     rarroy branch      office      primarily      engaged      in      providing      orofessional survey,      engineering      and      planning      services      to*      private      and government clients.
.     Direct     responsibility     for     all     legal     survevs     being     performed by     the     Edmonton     office.     These     included*     urban     oerdaninium surveys.,      subdivisions,      road      widenings.      resurveys,      easements and       such       rural       surveys       as       subdivisions,       rights-of-way, pipelines,       well      Locations,      Indian      Reserves      and      Township surveys.experience RECCED (ant'd)
. supervision of engineering surv^s
andgeodetic projects throughout Western Canada.
EDWIN J. H3DGE.  Business development for new work  in  the earth  science field and  in  overeeaTmarkets in  the Indonesian  and  Asian  regions. These latter tasks ware performed  for the marine and goedetic division within the MnElhanney organization.
1976 - 1979
I97C - 1976
STEWART WEIR AND COMPANY, Edmonton, Alberta
Tarri       Surveyor.       This       position       initially       entailed       undertaking field      surveys      for      urban      and      rural      projects      and      technical liaison      between      Stewart      Weir's      mapping      subsidiary      and      the parent      ccnpany.      later      responsibilities      extended      to      supervision of     field     crews,     operation     of     the     computer     centre     and     the checking      of      all      surveys      and      plans.      Responsibilities      included engineering       surveys,       geodetic       and       control       surveys,       special surveys for mining projects and varied cadastral surveys.
NORTHWEST SURVEY CORPORATION, Alberta
Chief       Surveyor.       Initial       responsibilities       as       surveyor       under taking    a    variety    of    mining    and    mineral    claim    surveys    in    the Yukor     an     the     Northwest     Territories.     As     Chief     Surveyor     was responsible    for    planning    and    execution    of    survey    and    mapping prefect       throughout       Canada.       Projects       ranged       from       railway location    surveys    in    B.C.    to    production    of    orthophoto    maps    over the Alberts tar sands region.
ML,*
fUll f ‘
“
tim studies at The International Training Centre for ---------- --------
’ Main
■ ;W
and Earth Science in Delft in The Netherlands, surwx* were photogramnetry and aerial mapping.
JRJRVPYJ PT! LTD., Port Moresby, Papua-New Guinea
'■xasi„as.<rMr
osvt. yirr
pro;
lane Surveyor. Surveys for construction prc.gec!t£ in primitive areas for native
inoiuasc survey* f~
r<j*ot, airstrips and harbour developments, 
•               1 ~‘ * 
n
tori_ rLuraiiasls tiirua.ns grami-ji.gr ona_t_i_on s  ____c_he__mes and
and farm
K  Other
planning and settlement schemes.
iw. ms
***’•’ mi**! ait rtfcAVy OCINBEEXING OOKTRACTORS, Australian Army 
burwe.. 
*****
"
* xWttnitent ^apartment of Roads, New South
iMuaviAi.,    rational    geodetic    survey    and 
•*- -            <>>>-<• MUnlui Engineering and
-      -•   *• ■ •* 
j.r. 
trapping anl
ate               oin ftydrueieutric projects.rfffffiBfiiii
B-B-BAof Rirt?
Cit.; renaf-ip
Profamicn
Years with Fira
Propose! IXjPitlor an TV*wn
KEY QUAIJFICAT1CHS
■wwaiir
Sr-ii MaKl*
t®
bail Sk-iwrWH*
Mr. Leskiw has 17 years experience folltwi^j ■.awf-Jet Ion * Jtxater '• iMpi'M a»* Soil Science. His areas of apca'lel irRwwrt Uu'lieiet
relationships, soil salinity ettxliee. lertl lelseihe. trqpuwi
applications of soils inforneticri to egri culture. wwinitw’* arwt l«r*t o*ss
planning. Mr. Leskiw's experience includes tweleve jflfeMHWt l<WWl arwl Maw. u-. Canadian projects.
He is the Soils Scientist on the Integrated Soil er»! Water tt|nMMnt l*»vrjwf (ISAWIP) in Egypt where his responsibilities inoludto mnegmunt a»»i tedhni assistance for soil inprovenonts including taubeoU h«j and lend Levelling, assessing and upgrading a soils and water lab, and aoil and water eel inity monitoring.
EDUCATION
Bachelor of Science in Agriculture (Gold Medal) University of Alberta, 1969
Master of Science in Soil Science University of Alberta, 1971
PRDFESSICNAL ASSOCIATIONS
Alberta Institute of Agrologists Agricultural Institute of Canada Canadian land Reclamation Association Canadian Society of Soil Science Canadian Water Resources Association Soil Conservation Society of America International Society of Soil Science
. m»i1
S_!_’iecnard a. ieskiw
experience record
Since 1975 CAN-AG Enterprises Ltd. (formerly Pedology Consultants)
President
Responsible   tor   management   and   execution   of   all   -crt;   for   the following projects:
International Projects
Integrated   Soil   and   Water   Improvement   Project,   Egypt   (CIDA project), 1987 - ongoing
Soil scientist- and  land  Improvement Specialist.  Primary responsibilities include providing  technical assistance for a subsoiling  program,  gypsum application,  land  levelling, upgrading  a soil and  water laboratory,  and  implementing  a computerized  mapping  and  data handling  system.  Secondary responsibilities involve ensuring  integration  of the soil improvement component through  interacting  with  and  providing input to  irrigation,  drainage,  agricultural extension, socio-economics and training components.
.   Regional   Development   Plan   for   the   Northern   Region   of   Qiana, (CHA project), Two assignments, in 1981 and 1983.
Examined     agricultural     and     land     resource     constraints     and opportunities.
.      Integrated      Rural      Development      Project,      Barbados,      (IADB project), 1982.
Investigated          opportunities          for          irrigated          vegetables production.
Land    Resource    Mapping    Project,    Far-Western    Region,    Nepal, (ODA project), 1980.lafiGiiiiiiafiEiiifff
LEONARD A. IESKIW
EXPERIENCE RECORD (ccnt'd)
Mahaweli      Ganga      Development      Program,      Sri      Lanka,      (CIDA project), 1979.
Provided     agronomy     and     soils     input     into     the     preparation     of Terms of Reference for feasibility studies.
. Beef Cattle Production Potential, Eastern Province, Saudi
Arabia, (for a Private Firm), 1979.
Assessed      the      soil      suitability      and      irrigation      potential      for forage and grain product ion for livestock feed.
. Coast/Dar es Salaam Regions Water Master Plan, Tanzania, 
(CIDA project), 1978.
Conducted  a broad  reconnaissance soil survey  and  determined agricultural suitability  for rainfed  and  irrigated  produc tion of a wide range of crops.
. Detailed Soil Survey of the Cheju Plan, Zanzibar, Tanzania?
(for Canadian High Commission), 1978.
Evaluated soils and their suitability for rice production.
. Joinville Forest Plantation Soil-Site Study, Brazil, (for
Embrasca), 1977.
Investigated soils and moisture regime to 
suitability for forestry development.
. Lombok Island Water Resources Development Study, Indonesia, 
(CIDA project), 1977.
Conducted    detailed    soil    survey    and    determined    snitahi    1    jty for rice production.
. Timor Island Water Resources Development Study, Indonesia
(CIDA project), 1976-77.
Conducted  a reconnaissance soils inventory,  agricultural capability,  irrigation  suitability,  and  conservation assessment; designed  a detailing  mapping  program for selected priority areas.
TK'-’Sr'* X.X XX
-s x.IESKIW
REOCRD (cant'd) Canadian Projects Agricultural Studio
Agriculture Canada, 1985.
.    Farmland    drainage    in    central    and    northern    Alberta.    Farming for     the     Future     Agricultural     Research     Project.     Directed     an integrated    study    on    soils,    engineering    and    economic    aspects of farmland drainage, 1984.
.    Sustainability    of    Farmed    Lands:    Current    Trends    and    Thinking (with     Dr.     C.F.     Bentley),     for     the     Canadian     Environmental
Advisory Council, 1984.
.       Irrigability       land       Classification,       Southern       Alberta,       for Alberta Agriculture, 1980-1988.
Soil Surveys and Interpretations for Multiple Land Uses
.  Prime Land  Inventory,  Detailed  Soil Survey  for Forestry 
Application, 
and 1988.
Ministry 
of     Natural     Resources,     Ontario,     1987 ■B
■B
n
LEEWARD A. IESKIW
EXPERIENCE RECORD (ccnt'd)
Resource Develocment and Environmental Impact Studies
Soil sampling  and  vegetation  characterization  on  plots throughout the Province for the Acidic Precipitation  in Ont-ar-in study, for the Ontario Ministry of Environment.
.        Battle        River        Soil        Reconstruction        Project        for        Alberta Environment.       Five-year       study       including       monitoring       agronomic practices,       neutron       probe       metering       of       soil       moisture,       soil salinity       monitoring,       and       yield       monitoring       of       cereals       and forage, statistical analysis, interpretation and reporting,
1982-1988.
. Brine spill evaluations and reclamation plans, 1984-1986.
. Soil inventories and soil research on pipeline right-of-
ways, 1984-1988.
. Soil surveys, land evaluation and reclamation planning for
oil and gas development, 1984-1988.
Literature Research Studies
. "Disposal of Drilling Wastes on the Public Lands of Alberta" for Alberta Energy and Natural Resources, 1986.
. "Systems for Evaluating land Capability" for Alberta Environment, 1985.
. Prepared a Handbook on "Approaches to mapping salinity, wind and water erosion in Alberta", for Alberta Agri ml tn m*, 1985.
1975
1973 - 1974
1971 - 1973
Soils Division, Research Council of Alberta
Research     Officer.     Responsible     for     management     and     exegition     of soil surveys in Northern Alberta.
Schultz International Tlimited, Vancouver
Chief       Pedologist.       Responsible       for       planning       and       p^it-inn       of soil surveys on the Hadejia River Basin Study, Nigeria.
Soil Survey Section, Agriculture Canada, Vancouver
Research      Officer.      Conducted      soil      surveys      for      agricultural      and irrigation developments and for forestry applications.IBCKARD a. leskiw languages
Speaking
Excellent
Reading
Excellent
Writing Excellent
English
RjBUCAnCKS Bentley,
Pto^tion:
and Development Strategies for the 1980 s. a* 1979. Benn, Federal Republic of Germany.
1979. Enhancing Constraints and 
of Soil Science. : Research
October 8-12,
Bentley,
Bentley,
sne
CF ardLA Leskiw.  1984.  Sustainability  of Farmed  lands: Current Herds’ aJdThinking.  Published  by  the Canadian  Environmental Advisory Council, Report NO. 15.
C F L.A. Leskiw and M.E. Walmsley. 1983. Agriculture/Environment ' Interactions in Western Canada. For Environment Canada and 
Statistics Canada.
Reid,
A.L. and L.A. Leskiw. 1983. Research Assessing the Reconstruction of Soils Disturbed by Surface Mined Coal in East-Central Alberta. In proceedings of the Second Alberta Reclamation Conference, Edmonton, Alberta.
Leskiw,    L.A. Leskiw,    L.A. Leskiw,    L.A.
Leskiw,    L.A.
1984.    Battle    River    Soil    Reconstruction    Project:    Results    Three Years    After    Construction.    Presented    at    Ninth    Annual    Meeting, Canadian Land Reclamation Association, Calgary, Alberta.
1985.   Wildlife   Habitat   District   Mapping   -   Rocky   Mountain   House (83B)      Alberta.      Paper      submitted      to      Land/Wildlife      Integration 
Workshop   #3,   Third   National   Meeting   of   the   Wildlife   Group,   Mont Ste-Marie, Quebec.
ana M.S.  Anderson.  1985.  A Method  for Determining  the Feasibility  of Farmland  Drainage on  the Prairies.  Paper presences at SCSA's 40th Annual Meeting, St. Louise, Missouri.
1985.
and Management. ]
Application of Soils Information to Irrigation Planning 
^per presented at "Irrigation on the Prairies Western Provincial Conference, Soil Research and Management.
Leskiw,    L.A.,
Conference", Fourth Annual Rationalization of Water and Saskatoon, Saskatchewan.
C. Snaw and E. Reinl-DwyerER. MARCEL PINEAU, P. Eng. PERSCKAL DATA
Date of Birth
Citizenship
Profession Years with Finn 
July 13, 1955
Canadian
Environmental and Water Resources Engineer
:
7
Proposed Position on Team : Environmentalist
KEY QUAUFICATICNS
Dr.     Pineau     obtained     Master     of     Science     and     Fh.D.     degrees     in     the     field     of environmental    engineering.    For    the    past    ten    years,    he    has    managed    or    worked    on projects     in     water     quality     management,     environmental     engineering,     pilot     projects for      wastewater      treatment,      hydrology,      river      hydraulics      and      reservoir      operations. Dr.     Pineau     is     experienced     in     wastewater     sampling,     water     quality     evaluations, development       of       water       quality       objectives,       pollution       control       legislation       and selection     and     optimization     of     treatment     processes     and     systems.     He     has     worked! in Egypt, Tunisia, and South America as well as Canada and the U.S.A.
Dr.     Pineau's     recent     responsibilities     that     are     most     relevant     to     ADP     I     are     as follows:
i
. River Nile Protection and Development Project, Egypt, 1988
Environmentalist.  Responsible for planning  and  management of all environmental and  pollution  control aspects of the project,  including reviewing  existing  water quality  data,  identifying  significant pollution sources,  reviewing  adequacy  of pollution  control law and  enforcement procedures,  developing  water quality  objectives,  preparing  cost estimate for achieving  water quality  objectives,  and  preparing  a pollution  control enforcement program.
. Restoration and Development of the North Lake of Tunis, Tunisia, 1987 Environmental Specialist. Responsible for assessing water rjiai ity, developing water quality objectives, evaluating and setting standards fob drainage water quality, and reviewing treatment Alternatives.
EDUCATICN
Bachelor of Science, Engineering
Laval University, 1977
Master of Science, Environmental Engineering, river water quality management
National Institute for Scientific Research, Canada, 1979IECKARD a. leskiw IANGUAGES
English
hjbucmtcks
Speaking
Excellent
Reading
Excellent
Writing Excellent
Bentley,
C.P., N. Holcwaycbuk^L. t^i»
Aoricultural Production:                     Potenyi a±s,
XSative Uses for Soils:                         Applicative
1979. Enhancing
Constraints and 
of Soil Science. 
SXSal        Conference        on        Agricultural        Productim:
: Research
and Development Strategies for the 1980 s.
1979. Benn, Federal Republic of Germany.
October 8-12,
Bentley,
Bentley,
C F ared  L.A.  Leskiw.  1984.  Sustainability  of Farmed  lands: Current Trends and  Thinking.  Rblished  by  the Canadian  Environmental Advisory Council, Report No. 15.
C.F.,
LA. Leskiw and M.E. Walmsley. 1983. Agriculture/Environment Interactions in Western Canada. For Environment Canada and Statistics Canada.
Reid,
A.L.  and  L.A.  leskiw.  1983.  Research  Assessing  the Reconstruction  of Soils Disturbed  by  Surface Mined  Coal in  East-Central Alberta. In  proceedings of the Second  Alberta Reclamation  Conference, Edmonton, Alberta.
Leskiw, L.A. Leskiw, L.A.
Leskiw, L.A. Leskiw, L.A.
1984.  Battle River Soil Reconstruction  Project: Results Three Years After Construction.  Presented  at Ninth  Annual Meeting, Canadian land Reclamation Association, Calgary, Alberta.
1985.   Wildlife   Habitat   District   Mapping   -   Rocky   Mountain   House (83B)     Alberta.     Paper     submitted     to     Land/Wildlife     Integration 
Workshop  #3,  Third  National  Meeting  of  the  Wildlife  Group,  Mont Ste-Marie, Quebec.
and  M.S.  Anderson.  1985.  A Method  for Determining  the Feasibility  of Farmland  Drainage on  the Prairies.  Paper presented at SCSA's 40th Annual Meeting, St. Louise, Missouri.
^PP^lca^iari Soils Information to Irrigation Planning Mana^ment- Paper presented at "Irrigation on the Prairies
' • Faurth Annual Western Provincial Conference, 
° f Water
saskatoon, Saskatchewan.
leskiw,
L.A.,
-5.i, , 
Pr^sentaa at
Soil Research and Management,
•        1986• Assessment of Variable
3011 Reconstruction Project).
at University of British Columbia, Vancouver B.C.ER. MARCEL PINEAU, P. Eng.
PERSONAL DATA Date of Birth Citizenship Profession Years with Firm
: July 13, 1955
: Canadian
: Environmental and Water Resources Engineer
:7
Proposed Position on Team : Envirm mental ist
KEY QUAKFICATICNS
Dr.  Pineau  obtained  Master of Science and  Fh.D.  degrees in  the field  of environmental engineering.  For the past ten  years,  he has managed  or worked  on projects in  water quality  management,  environmental engineering,  pilot projects for wastewater treatment,  hydrology,  river hydraulics and  reservoir operations. Dr.  Pineau  is experienced  in  wastewater sampling,  water quality  evaluations, development of water quality  objectives,  pollution  control legislation  and selection  and  optimization  of treatment processes and  systems.  He has
in Egypt, Tunisia, and South America as well as Canada and the U.S.A.
Dr.     Pineau's     recent     responsibilities     that     are     most     relevant     to     ADP     I     are     as follows:
. River Nile Protection and Development Project, Egypt, 1988
Environmentalist. 
Responsible for planning and managpwnrt of all
environmental and  pollution  control aspects of the project,  including reviewing  existing  water quality  data,  identifying  significant- pollution sources,  reviewing  adequacy  of pollution  control law and  enforcement procedures,  developing  water quality  objectives,  preparing  cost estimates for achieving  water quality  objectives,  and  preparing  a pollution  control enforcement program.
. Restoration and Development of the North lake of Tunis, Tunisia, 1987
Environmental Special ist.  Responsible for assessing  water quality, developing  water quality  objectives,  evaluating  and  setting  standarrte fob drainage water quality, and reviewing treatment alternatives.
EDUCATION
Bachelor of Science, Engineering
Laval University, 1977
Master        of        Science,        Environmental        Engineering,        river        war^r-        quaUtv 
nanaqement
National Institute for Scientific Research, Canada, 1979
J£R. MARCEL PINEMJ
HJJCMTCN (ocnt'd)
Post-graduate Research, water resources systems and mathematical modelling Stanford University, California, U.S.A., 1981
Fh.D., Environmental Engineering
National Institute for Scientific Research, Canada
PROFESSIONAL ASSOOMTCRS
American Water Work Association (AWWA)
Water Pollution Control Federation (WPCF)
Canadian Water Resources Association (CWRA)
American Society of Civil Engineers (ASCE)
Association Quebecoise des Techniques de l'Eau
Canadian Association of Water Pollution Control and Research (CAWPCR) Association of Professional Forest Engineers of Quebec
Co-chairman, National Seminar on the Application of Micro-Computers to the Control and Cperation of Treatment Plants, McGill University, May 1986
ACAEEJCC POSITIONS
Since 1986          UNIVERSITY OF QUEBEC, Montreal, Canada Part-time Lecturer in Environmental Engineering
SCHOLARSHIPS
1978                    National Research Council of Canada
1979
1982
1983
National Research Council of Canada
Natural  Sciences  and  Engineering  Research  Council  of  Canada Natural Sciences and Engineering Research CouncCounc   il of Cil of ana Cdaanada
record
Sinoe 1981 the SNC GROUP
Division
1988ER. MARCEL PTNEAUER. MARCEL PINEAU
EXPERIENCE RECORD (ccnt'd)
metallurgical processes,  water uses and  effluent sources, development of mmcarres for effluent flew reduction, sampling  of process effluents fran  seven  different metallurgical processes,  determination  of water giality objectives to  be met for the receiving  river,  treatment
levels   are!   effluent   standards   to   be   met   for   each   of   the   7 
process effluents,  selection  of treatment processes, laboratory  testing,  equipment specifications,  engineering design and preparation of cost estimates.
. Gasification Plant, French Guyana
As part of this SNC turnkey  contract far the design, prnr^iTit and  construction  of a gasification  plant,  Dr. Pineau  was responsible for the planning  and  set-up  of a pilot program for water pollution  control for the effluent fran  the plant.  Hie scope of work  included  review of governnent regulations and  standards far effluent discharge, process effluent characterization  with  special enphasis on toxic organic ocnpounds,  development of a pilot project for the treatment of the process effluent,  including  design, specifications for equipment, and inplementaticn procedures.
. Pilot Project for the Treatment of Process Effluents at
Hyundai Auto Canada Plant, Branont, Canada
Project Manager.  In  Canada,  the selection  of industrial wastewater treatment processes and  determination  of the required  level of treatment must be made by  considering  both effluent standards and  in-stream water quality  objectives. At the initial stage the work  included  laboratory  analyses to  identify  the contaminants contained  in  the complex process effluent and  the determi nation  of the level and types of treatment required  to  meet government regulations for effluent standards and  water quality  criteria.  Ihe second  stage of the work  included  the development and implementation  of a pilot program to  simulate biological and physico-chemical treatment at laboratory  scale.  The program was conducted  to  confirm the effectiveness of selected treatment processes and  to  validate ccnpliance of the treated  effluent with  the standards and  the water quality objectives.
• Sim nation of Contaminant Transport in the Chateauguay 
River, for the Quebec Ministry of the Diviroment
project Manager. A treatment plant for groundwater
icr;i    discharges treated effluents into the
Chateajguay River. Based on residual contaminant loadings from the treated effluent, this project was conducted to 
plant ccnpliance with in-stream water qualityER. MARCEL PINEAL
EXPERIENCE RECORD (cont'd)
prit-pH^ cn  toxic organic oarpomds.  The scope of work included  review of existing  Canadian  and  U.S.  government in-stram guidelines and  objectives with  particular focus cn toxic organics,  human  health  and  atjiatic life.  The project included  stream sanpling,  hydrological study  and  sumilati.cn of rmtarminant transport along  the receiving  stream under various flow conditions.
.    Development    of    a    Sinnlaticn    Model    far    Planning    Regional Treatment    Alternatives    far    Municipal    Wastewater    far    a    Group of   Eleven   Towns,   far   the   Quebec   Ministry   of   the   Envirrxment. Project   Manager.   The   scope   of   work   included   computer   model development      and      inplementation,      review      of      existing      irput data    cn    nunicipal    wastewater    characteristics    and    flow    rates, acquisition     of     additional     data     through     field     sampling     of sewage networks, and model application.
. Victoriaville Water Treatment Plant, Canada
Technical Specialist to advise on selection of the treatment
process far the Victoriaville water treatment plant.
. Chemical Plant Effluent Treatment, Canada
Project Engineer. Responsible far the development and 
evaluation of alternatives for treatment of process effluent
from a chanical. plant in Valleyfield, Quebec.
. Montreal Groundwater DeccntamirHticn, Canada
Team Leader.  Responsible for the development of a research project to  evaluate the feasibility  of a full-scale ground water agiifer decontamination program fro the Montreal area.
Water Resources Engineer
. Matapedia River Basin Study, Canada
Responsible      for      the      conduct      of      hydrologic      stuiies      to determine the flew characteristics of the Mrt-apadla River.
. Assumption River Basin Study, Canada
Reversible     for     hydrologic     data     review     and     asslysis     for     tte
Assunpticn River Basin. 
1£R. MARCEL PDffiAU
EXPERHN®
RECORD (cant'd)
• 
deV6lCP 3
^^Fprogram for a group of ten lakes in qS?
^SiliSSfocluded study and characterization ofi^
XX, limdogy andwater q^ty, flooding 
XSon potential, water demands, recreation and pollute central*
res °®c
es
1980 - 1981
1980
1377
S^NDFCRD      UNIVERSITY,      Department      of      Civil      Engineering, California
Engaged  in  post-graduate study  and  research  in  mathematical jxxielling  of water resources systems in  the areas of pollution control,  water quality  in  rivers,  reservoir operation, groundwater aquifers, stream flew and sediment transport.
QUEBEC MDnsnff OF ENERGY AND RESOURCES, Canada
Water Resources Bxjineer
. Maptaemagog Reservoir Studies Project
Develcpnent      and      optimization      of      operating      rules      for      the Maphremagog       Reservoir       to       meet       hydropower       production constraints    at    the    Magog    Dam    and    water    quality    constraints downstream.      The      project      included      simulation      of      reservoir water     levels     and     hydropower     generation,     flood     and     erosion analysis,      release      policies      during      periods      of      drought,      and simulation of downstream water quality.
NMTCKAL   RESEARCH   COUNCIL   OF   CANAEA,   Atlantic   Regional Iabaratccy, Halifax, Canada
Research Assistant
LANSUAGES
Speaking
Reading
Writing
Excellent
Excellent
Excellent
French
Excellent
Excellent
Excellent
RMZQ2T0NS
Wreau, K. art j.p.
&      tested      Tnafaat      iJS      *3n"Lhlear          Optimization      in      the
®
Presented at the 22nd Canadian
CatlQi ori
Canadian Association for
m, is®?. 
university of Ibrcnto, -Rjrcnto. Febn^DR. MARCEL PINEAU
PUBLICATIONS (cont'd)
Pineau, M. and J.P. Villeneuve. Resources Otpimization Models.
1987. (In press
Treatment Technologies in Water
- Water Resources Research.)
Pineau, M. 1985. Mathematical Madel for
Branch (INRS-Eau), University of Quebec,
220 p.
Pineau, M.; P. Boudreault and J.P. Alternatives for Municipalities of Civil Engineering, Vol. 12, No.
work of wastewater Treatment Plants on tetershed, Iretltut Nationalde la Recherche Scientifique - Water Branch (INRS-Eau), University of Quebec,
Villeneuve.            1985.            Wastewater            Treatment along a stream System. Canadian Journal
4, pp. 805-815.
Pineau, M.; P. Cote and J.P. Villeneuve. 1985. Estimation of Wastewater
Treatirent Costs:                   Evaluation of the CAPDET model for Canadian conditions.
Canadian Journal of Civil Engineer, Vol. 12, No. 3, pp- 483—493.
Pineau, M.; J.P. Villeneuve and P.G.C. Canpbell. 1985. Cost of Alternative
Phosphorus Control Strategies for Stream Systems. Presented at The
International Conference on Phosphorus Management Strategies, Lisbon, 
Portugal, 1-5 July 1985. Also published in Environmental Technologypq
Letters, Vol. 6, pp. 231-236. 
'
Nguyen,      V.K.      and      M.      Pineau.      1985.      The      Application      of      Ccnputer      Assisted      Design (CAD)      in      the      Construction      of      Treatment      Plants.      Presented      at      the      1985      CAD/
CAM Synposium, Montreal, December 1985.
Pineau, M. 1984. Les effluents industriels:                                                             un facteur important dans
l z optimisation  des solutions d'assainissenent a l'echelle d'un  hassjn versant.  Ccarptes Rendus,  VTIIeme Synposium sur le Traitesent des Faity Usees.  Environnement Canada,  SQAE,  AQTE  et MENVIQ.  Hotel Meridien, Montreal,  20-21  November 1984.  Ministere des Approvisicnnsnent et Services Canada, Nd. EN 44-14/1984-1, 2ene Edit, 61-94.
Pineau, M. 1984. Develcpnent of cost Functions for Wastewater
Systems,       Institut       National       de       la       Recherche       Scierrtifirjua       —       tb-t-pr       Brapt-h (INRS-Eau), Rapport, Scientific Report No. 170, 95 p.
Pineau et al. 1984. Develcpnent and Design Criteria for Wastewater
fOC M^iP^ities and Industries of the Yanaska River Water shed (Quebec, Canada). institut National de la Recherche ScientifiauT- water Branch (INRS-Eau Engineering, Stanford University (cS fSSSut
**«**«■»» - Bran* (rass-ku)} IfecbnJS
Pineau et. al. Streams.
585.
Pineau, M. 1983. Development.
1983. Mathematical Model for water Quality Management in Canadian Journal of Civil Engineering, Vol. 9,^<^^7^
MKteUuxi      Phosphorus      Dynamics      in      streams:      Basis      for      a Engineering SeiS?I
I
I
I
I
IER. RDCNEY C. VcKENZTE, P. Ag.
PERSONAL DATA Date of Birth Citizenship Profession Years with Firm
: April 9, 1934
: Canadian
: Professional Agrologist : 1
Proposed Position with Team : Irrigation Agronomist
KEY QUALIFICATIONS
Dr.  McKenzie is a professional agronomist with  14  years experience in  varied agricultural programs in  Canada and  Internationally.  His specialty  is soil- plant-water relationships and  he has authored  numerous papers on  the subject. Dr.  McKenzie's experience includes periods as a teacher and  advisor on  soils and irrigation agronomy in Zambia.
Dr.  McKenzie's most recent position,  directly  relevant to  ADP I,  was ^s_ Tropical Agronomist on  the Integrated  Soil and  Water Improvement Project^ Egypt.  He was responsible for developing agronomic data for the project,
training        of        extension        officers        and        assisting        with        on—farm        inprovenents        and transfer of agronomic information to faTTne-rs.
EDUCATICN
Bachelor of Science in Agriculture University of Saskatchewan 1957
I
Master of Science in Soil Science University of Alberta 1970
Ph.D. in Soil Science
University of Alberta 1973 PROFESSIONAL ASSOCIATIONS
Alberta Institute of Agrolcgists
EXPERIENCE RECORD
Since 1973 Alberta Agriculture
Irrigation and Conservation Division Soils and Agronomy Specialist.
the following:
Responsibilities have includedCR. HOTKEY C. McKENZIE
EXFERIHrE H59CERD (cont'd)
Planning 
arri
execut
ion 
of
researc
h 
projects
to 
evaluate
the
effect
of
drain
age
on 
soil
salinity 
and 
crop 
yields
for
various
crops,      as      well      as      the      effect      of      water      management      and      fertilizer management on yield and quality of crops.
Duties have included  research  and  extension  on  the effect of soil moisture storage and  management on  crop  production  and 
soil
conservation.            Worked            in            extension            services
in 
irrigation,  farm commodities and  provided  seminars and  short courses for farmers,  along  with  appearances on  television programs and preparation of extension bulletins.
1988 Or. Leave of Absence to The SNC Group, Integrated Soil and Water
Improvement Project, Egypt
Tropical Agronomist.
Direct and  be responsible for technical agronomic aspects of the project carried  out mainly  under the Extension  and  Soil
Improvement conponents. 
Specific tasks included the
following:               conduct baseline review of technical agronomic
information; develop  technical information  packages; provide training  to  extension  officers,  both  in  workshops and  during field  implementation; establish  and  monitor the Technology Transfer Plots; provide agronomic input to  the Resource Management Plots; and  work  closely  with  the agricultural
to            ensure
1984 - 1985
1979 - 1980
extensior,            and            farm            management            specialists practicality' and transferability of technical information.
On Leave of Absence to Canadian Wheat Project, Zambia
Actvisor to the Canadian Wheat Project at Tukasa Zambia, luties included modifying and designing projects dealing with soli fertility, soil treatment with lime and soil mapping, anc agronomic responses to treatments.
O. Leave of Atasenoe to University of Zambia
Instructz/r          in          irrigation,          soils,          and          agronomy          at          the University o* Zamoia, School of Agriculture.
Speaking
Reading
Writing
Engiisr;
Excel lent
Excellentri<- ROCNEY C. MCKENZIE
PUBUOOTONS
McKenzie,      R.C.      1970.      Agricultural      Use      of      Coal      Derived      Humic      Acids.      1970      M.Sc. Thesis. University of Alberta. Soil Sc. Dept.
McKenzie,      R.C.      1973.      Influence      of      Subsoil      Acidity      on      Crop      Growth.      1973      Jh.D. Thesis. University of Alberta. Soil Sc. Dept.
McKenzie,  R.C.  1976.  Salinity  Survey  of Silage Com in  1976.  Applied  Research Summary  of Irrigation  Division  C and  D Branch.  Pub.  by  Alberta Agriculture Irrigation Div. Lethbridge.
McKenzie,  R.C.,  Clark,  N.F.  arri Cihlar,  J.  1978.  Use of Thermal Infrared  and Color Imagery  to  Detect Crop  Moisture Stress.  1978  Applied  Research Report. Published in Alberta. Alberta Irrigation Division, pp. 153-164.
McKenzie,          R.C.          1980.          Field          Irrigation          Experiment          with          Potatoes.          1980 
Applied             Research             Report.             Alberta             Agriculture pp. 295-314.
Irrigation             Division, 
Krogman,      K.K.,      McKenzie,      R.C.      and      Hotts,      E.H.      1980.      Response      of      Faba      Bean Yield,        Protein        Production        and        Water        Use        to        Irrigation.        Can.        J.        Plant
Science. 60:               91-96. 
McKenzie, R.C. and Sprout, C.F. 1981. Returns per Unit of Water Applied and Water Use Efficiencies for a Number of Crops. Irrigation Division Annual Applied Research Report, pp. 119-214.
H
McKenzie,  R.C.  and  Mlynarz,  J.  1983.  Survey  of Water Applications cn  Rordcn- Dykes.  1983  Applied  Research.  Report.  Alberta Agriculture and  Resource Development Section.
McKenzie,       R.C.       1983.       Alfalfa       Seed       Yields       and       Irrigation       Water       M^-narywrorrt-g Proc. Northwest. USA Leafcutter See Assoc. Great R>1 lg, Montana.
McKenzie,  R.C.  Sprout,  C.H.  and  Clark,  N.F.  1983.  The Relatitrship  of the Yield  of Irrigated  Barley  to  Soil Salinity  as Measured  by  Several Methods. Can. J. Soil Science. 63 : 519-528.
McKenzie,  R.C.  and  Sprout,  C.H.  1984.  Interaction  of Irrigation  and  Nitrogen Fertilizer on  Yield  and  Oiality  of 3  Types of fcfceat.  Alberta Agriculture Resource Development Sector Research Report.
McKenzie,  R.C.  and  Nyoorg,  M.  1984.  Influence of Subsoil Ap-M-ity  cn  Root Development and  Crop  Growth  in  Soils of Alberta and  Northeastern  British Columbia. Can. J. Soil Science. 64 : 681-697.now e wv/wtvre
msrjKAL rjftro Date of Birth
Citizenship
Profession Years with Firm
; January 3, 1942
: Canadian
: Civil Engineer 'Water Pesairoes)
;3
ia>
IM
00
fW
Pro^Ged Position an Team : Project Director 'Hone Office;
KEY QMIJF7CJmCfC
Mr.   MacIntyre   has   15   years   experience   in   the   planning,   design,   construction   and management   of   water   resources   projects   ccth   in   Canada   and   overseas.   His   project experience     includes     irrigation     ml     drainage,     flood     protection,     rail     ti-purpose reservoirs,    punp    stations    ml    hydro    electric    developments.    ?fe    has    a    Zacbelcr's Degree    in    Civil    Engineering,    supplemented    by    Master's    level    crxrses    in    various water   resource?.   subjects   ml   in   management.   Mr.   MacIntyre   has   peer   involved   in the    management    of    three    tbtct      irrigation    ml    drainage    projects    in    Lodcnesajf-jj over   a   six   year   period.   Mr.   ’toclntyro   is   well   qualified   to   set   is   ■*ane   Off   ic^r*"" Project    Director    for    ATP    I    is    is    currently    the    Canadian    Heme    Office    Project Director    ar.    two    major    water    r^scuroes    projects    in    Egypt—the    integrated    Soil
<ind  Water l^rovemerts Project rSMK?) ind  The River Mile Protection  md Develcpnent Project. In  Modifier,  te is very  familiar with  the rec^iirsmeatts for 4  project, lixe VP I ts ne tas acted  js Interus lean  leader or site for ISAWIP for the first set wins of 1188.
raxxncw
Bachelor or Science, Cxvu ^xjmeerinq
university or Alberta, iXfcnzr, 1972
4*a? sJumei Hydraulic ml iet^euy Jyrwaucs University or Jttdwa, 1974
AdvafKed Surface eat«r fyooroioqy Jeoioqy ind fferrain university or A.rerta, demgeuo, 1975
Alf btMXo u ♦CetprsLaL xdft
LTu^ursity or MhiutuCkt, Winnipeg, 1976
ALtUHC»Cr<€WR -Uuw
university or MiMUtUDe, «U'WUpM]  U77
f
5M IfrnuuM ITeuuiiy, jUMtu rou*HU I. MAONIYRE
hofessickal assoctaucns
Association  of Professional Engineers of Saskatchewan Association  of Professional Engineers,  Geologists Alberta
Association of Professional Engineers of Manitoba
and Geophysicists of
experience recced
Since 1985 THE SNC GROUP
General Manager, Saskatchewan Operations
Responsible for development of irrigation  and  drainage engineering  worldwide and  management of projects and  operations in Saskatchewan.
Project Manager and Project Executive
. CHA - River Nile Protection and Development Project, Egypt
Heme Office Coordinator for the Project, 1988 - ongoing
.       CHA       -       Integrated       Soil       and       Water       Improvement       Project (ISAWIP), Egypt
Home Office Coordinator for the Project, 1987 - ongoing
Additional responsibilities have included acting as Interim
Team Leader for the period January - June, 1988.
. Saskatchewan Water Corporation - Riverhurst Irrigation 
Project
Project Director, 1986 - ongoing. Feasibility study, final
design, contract documents and construction supervision. 
The project consists of 2 fully automated punping stations
with a total capacity of 17.9 mys; 12 booster pumping 
stations, 11 km of main canal, over 100 km of pipeline and 
appurtenant structures.
SMRID      -      Main      canal      Rehabilitation,      Stafford      Dam      to      Forty Mile Coulee, km 72-97
Project Manager.  Pre-design  report,  final design  and contract management.  The project consists of rehabilita tion,  enlargements and  realignment as necessary  of a 40 m3/s canal,  two  major check  structures,  three wasteways and  numerous canal inlet structures and  turnouts.  A major abjective of the work  was to  reduce problems of seepage along  the canal.  Major studies of regional groundwater were conducted  and  several methods used  as appropriate to  the final design,  including  full and  partial cutoffs and drainage improvements with  tile drains.  A subsequent piezcmetric testing  program was conducted  to  evaluate the effectiveness of various seepage control measures. CapitalSMRID - West Medicine Hat Laterals 2a and  2b  Rehabilitation. The project involved  investigation  and  design  of rehabilita tion  measures for an  open  canal system serving  2200  acres. The existing  system had  serious seepage and  salinity problems.  The final design  included  8  km of pressure to  16 farm units.  Individual farm units took  the water from the pipeline,  boosted  the pressure and  applied  the water with centre pivot systems to  a variety  of crops.  The existing canal right-of-ways and  adjacent lands were rehabilitated and put back into agricultural production.
. Farm Water User Co-ops.
The project involved  the design  of four systems to  supply water for domestic and  farm use to  80  farmsteads.  Project components included  100  km of pipelines,  four main  punping stations and five booster stations.
FENCE) ENGINEERS INC., Calgary
. Team Leader and Senior Irrigation Engineer
Baro Raya Irrigation Project, Indonesia
S
Responsible for the investigation  and  design  for a three- part project including  feasibility  update,  design  of irrigation  and  drainage networks on  19,000  ha and  pre feasibility  study  of inulti-purpose reservoir.  Project also included  the investigation  and  design  of flood  control and drainage improvements in  critical areas,  costal drainage works for 5000  ha,  and  supervision  of base PEME  studies executed by local NGO.
. Alberta District Manager
Responsible for the management of Lavalin's Calgary  civil/ water/industrial engineering  office staff of 30.  Project Director/Team leader for numerous projects including:
.       Trimac       Transport       Facilities,       Calgary,       Edmonton,       Lanqlev 
Oakville
. Protection Study Tilley Reservoir
. Safety Inspection Aqueduct
. River Crossing for CFR Rogers
. Mechanical for Alberta Pavilion Expo 86
J'D® i. maonhre
EXPERIENCE RECORD (cant'd)
Senior Irrigation Engineer and Deputy Team Leader Wawotcbi irrigation Project Indonesia
Project consisted of design and production of drawings for river diversion works canals and associated structures drainage works and flood projection dykes for the gravid irrigation of 13,200 hectares. 
y
Directed  the design  of Area "C",  including  secondary  canals (20,800  m),  hydraulic structures (29),  bridges (11),  flood 
protection  dykes (5000  m),  drainage channels (37,000  m) and associated  structures.  Also  directed  the supervision  and training counterpart personnel and the drafting department.
. Water Resources Planning Engineer and Deputy Team Trader
Sumbawa Water Resources Development Project, Indonesia
Under the Team Leader,  supervised  preparation  of a water resources development plan  covering  the 16,850  km2 island of Sumbawa,  Indonesia,  with  a population  of 750,000  for the Lndonesia Ministry  of Public Works.  Duties included obtaining  data regarding  potential developments; preparing conceptual designs and  preliminary  cost estimates; coordin ation  of all technical input,  including  surveys and  mapping, hydrology  and  meteorology,  irrigation  design,  hydroelectric and  storage reservoirs,  soils and  land  use studies,  socio economic studies,  agronomy  and  drafting  services.  Finally, preparation  of development plans for 17  water sheds including  multipurpose reservoirs,  irrigation  projects,  and other agricultural developments.  The plans included eooramc and  financial analysis to  a standard  suitable to obtain  international financing.  Also  responsible for writing  and  editing  progress and  phasp  reports.  The project funded  by  a loan  from the Canadian  International Development Agency.
- 1979          UZK UNLIMITED (CANADA) IUD.
• Provincial Engineer for Province of Manitoba Water oonservation-canals, dykes, reservoirs
J^iagea all engineering activities for the company 
.. ^3a' Responsible for engineering standards, 
txon and administration of budgets, and cost control/ coitract administration related to operations and capita
,
canals dvk ' 
Also responsible for investigation, desi^' operati°n of projects consisting
dyke, storage reservoirs arri drains.DON I. MAdNIYRE
EXPERIENCE RECORD (cant'd)
Project Engineer
Summerberry Marshes Project, Saskatchewan Responsible for investigation
16,000 hectare project, :
in-house, calculation 
Saskatchewan River to account
reservoir           downstream           on           ~u potential for the marshes,
design of dykes, canals a calculation of alternatives.
Project Engineer
Cumberland Marsh Project
.XVI 1 and conceptual design of including surveys and mapping of water surface profiles on the
KMjiuiC for effects of Cedar Rapids the external water budget and flood 
», conceptual layout, preliminary , canals and water control structures and quantities and cost estimates for various
Responsible
for
al
1 
phases
of
design 
of
13,000 
hectare
Cumberland 
Mars
hes
project, 
coord
inating 
geotechnical
and 
structural
design 
cons
ultants
and 
integra
ting 
results
into 
overall
design 
effo
rt. 
Assignm
ent
included 
in-house
surveys
and         mapping         of         80,000         hectares;         materials         search         and         • 
foundation testing; creation of
program library and
computing  services for solution  of hydraulics problems; design  of dykes,  canals,  water control structures and drainage channels,  and  preparation  of final plans for submission to regulatory authorities.
1972 - 1976 NORTHERN CANADA POWER CCMHSSI0N, EdmontonDON I. MAdNIYRE
EXPERIENCE RECORD (ocnt'd)
. Snare Forks Hydro Plant, Yellcwknife, NWT
All phases of planning  including  identification  of alternate sitT>gf specification  of photo  and  mapping,  geotechnical
investigation           of           several
alternatives,           conceptual           design, 
cost estimates,  economic analysis,  review of environmental reports and  developing  rules for upstream plants to  assure summer peak flows within the capacity of diversion works.
. Elsie Falls, Fort Smith,
Le Martre Project, Yellcwknife, NWT
Project responsibility  for all phases of planning  for a 16 W hydro  project and  a 45  MW project as well as assessment of the potential of a 50 MW hydro project.
. Pine Point/Fort Smith Electric System
Participated  in  an  expansion  study  of an  electric system including  review of alternatives for system expansion, 
thermal
hydroelectric             and 
interconnections.             Assignment
included  analysis of operating  and  capital costs and 
comparison  of alternatives by  accumulated  present worth  of
annual costs.
. Financial Analysis
Participated 
in 
five-year
financial
forecast
for
various
electric syst-em^
languages
English
Speaxing
Excellent
Reading
Excellent
Writing Excellent
Indonesian
Good
Fair
FairJOHN K. KRTJV
PERSONAL DATA
Date of Birth Citizenship Profession
Years with Firm
October 3, 1957 Canadian Agricultural Engineer 0
Proposed Position on Team : Plastic Tubing Plant Specialist
KEY QUALEFICATICKS
Mr.  Kelly  has specialized  in  the mechanical engineering  aspects of agricultural engineering  and  holds a Master's Degree in  that field.  He has direct and relevant experience in  all aspects of plastic tubing  plant procurement as well
as subsurface drainage projects.
Mr.        Kelly        is        just        completing        responsibilities        carried        out        over        the        period 1987     -     1988     in     connection     with     procurement     and     erection     of     a     large     polyethylene     q
plastic corrugated  drain  tubing  plant in  Aga,  Egypt,  for the Integrated  Soil and  Water Improvement Project (ISAWIP).  That plant consists of two  prorhytion lines to  manufacture pipe from 75  nm diameter to  750  mn  diampter-- Hi a responsibilities included  investigation  of plastic materials; selection  and specification  of extruders,  corrugators,  perforators and  associated  handling equipment; resin  storage,  handling,  conveying  and  blending  equipment; mate-Halg testing  laboratory  and  maintenance machine shop  equipment; assisting  with testing  and  commissioning  of the plant; and  staff training  in  operation, maintenance, quality control, and management.
EDUCATION
Master of Science in Agricultural Engineering
Macdonald College of McGill University, Montreal, QuAter*, 1935
Bachelor of Science in Agricultural Engineer, University Scholar with First Class Honours
Macdonald College of McGill University, Montreal, Quebec, 1979 PROFESSIONAL ASSOCIATIONS
Order of Engineers of Quebec
Canadian Society of Agricultural Engineering American Society of Agricultural Engineers International Soil Tillage Research Organizationi
JCHN K. KELLY
SCB3LARSHEPS AND AWARDS
1977
1978
1979
Entrance Scholarship to Macdonald College
Ralston Purina Prize
Macdonald Medal (Highest Academic Standing at Macdonald College)
Eliza M. Jones Scholarship
EXPERIENCE RECORD
Since 1984 
SRO-KMA Consultants, Quebec Vice-President and Principal
Responsibilities
include            project            management,            engineering 
design,  and  development and  research  in  the areas of drainage and  irrigation,  soil and  water conservation  engineering, agricultural machinery  and  mechanization,  machine-soil inter actions,  and  agricultural,  food,  fibre and  industrial crop production systems.
Major        responsibilities        in        international        projects        include        the following:
.       Integrated       Soil       and       Water       Improvement       Project       (ISAWIP), Egypt
Prepared  tender documents and  carried  out the technical and administrative tasks related  to  the procurement of equipment and  facilities to  build  a modern  plastic drainage tubing manufacturing  plant in  Egypt.  Responsibilities were to evaluate and  make recamendations concerning  an  existing  PVC plant,  investigate and  report on  availability  of raw materials and  other Egyptian  plastic manufacturing facilities,  specify  all manufacturing  equipment and accessories,  storage facilities,  materials handling  arri blending  equipment,  laboratory  and  repair shop  equipment, oanputer data acquisition  and  monitoring  equipment and office facilities necessary  to  establish  a fully  operational tubing  plant in  Egypt,  to  produce the drainage pipe required for the ISAWIP project.  Provided  assistance with  testing and  camissioning  of the plant and  with  staff training  in plant management,  quality  control,  and  operation  and maintenance. Estimated plant cost - $5.5 million Canadian.
■
■
M
II
H
N
HEXPERIENCE RECORD (cart'd)
Assisted      in      the      implementation      of      a      three      week      in-service
t-raini ng  course,  in  Egypt for CIDA,  on  the design, construction  and  supervision  of installation  of subsurface drainage systems for engineers of the Egyptian  Public Authority  for Drainage Projects working  on  the ISAWIP Project.
. United Nations Development Programme Evaluation Mission:
Gambia, West Africa
Consultant     to     the     UNDP     to     evaluate     two     projects     funded     by the     United     Nations     Capital     Development     Fund     in     Gambia,     West Africa. The two projects were:                                         i) Rehabilitation of Irrigated       Rice       (1981),       value       US$       680,000,       and       ii)       Rice Irrigation         (1976),         value         US$         183,000.         The         evaluation objectives      were      to      prepare      a      final      report      on      the      physical, financial,         technical         and         institutional         aspects         of         project implementation;           evaluate           project           performance           (efficiency); assess        the        impact        the        project        had        on        the        pre-project situation         and         its         effectiveness;         and         to         recommend         DC appropriate        measures        to        assure        operational        maintenance        of the         projects         infrastructural         equipment         [Project         i)         Farm machinery,         irrigation         pumps         and         generators;         Project         ii) Concrete lined irrigation canals].
. Irrigated Agriculture Feasibility Study: Venezuela
Performed      an      evaluation      of      the      locally      avail      ahi      a       agricul tural        machinery,        estimated        irrigation        requirements        as        well as     the     current     capacity     of     reservoirs     and     their     sac!     imputa tion      rates      for      2500      hectares      of      farm      land      in      Venezuela. Recommended       cccplete       implement       and       machinery       requirements, including      capacity,      model      and      manufacturer.      Evaluated      local      I maintenance           and           repair           facilities           and           spare           parts availability.
. A Hovercraft Fast Ferry Service in the CaritbAan
A          complete          pre-feasibility          and          feasibility          study          was performed      in      the      East      Caribbean      area.      The      study      included detailed       financial       forecasts       based       on       construction       plans,       ■ cost       estimates       and       passenger       and       freight       market       surveys' Investigations          of          existing          worldwide          operations          including visits     to     Scandanavia,     the     U.K.     and     Heng     Kong,     were     carried out.      Mr.      Kelly      was      responsible      for,      and      obtained,      exclusive agreements          for          landing          and          service          rights          through negotiations        with        ten        local        governments        and        a        European hovercraft        manufacturer.        The        final        report        was        a        caipre- hensive      business      plan      for      the      development      of      a      hovercraft fast ferry service for the Caribbean.JOHN K. KELL*
EXBERIEWCERECORD (cant'd)
Agricultural     Drainage     for     Animal     Research     Centre     and     Central Experimented Farm, Ontario
Topographic surveying,  soil testing  (particle size and hydraulic prrpprti as) ,  drainage design  and  construction supervision  were carried  out for Agriculture Canada's Animal Research  Centre Farm and  for Agriculture Canada's Plant Research Ontmp Central Experimental Farm in Ottawa, Ontario.
Tour of Pakistani Senior Drainage Engineers
Assisted  with  a CUA-funded  technical tour of the drainage industry  in  Ontario  and  Quebec for three chief Engineers from the Water and  Power Authority  in  Pakistan.  Participation focussed  on  plastic drain  tubing  plants,  trenchers and  trench less plow installation equipment, and contractor operations.
1982 - 1984 Macdonald College of McGill University, Montreal, Quebec
Research Associate. Responsibilities included the following:
. Conduct a research project to study energy conservation and 
erosion control in com production.
.     Evaluate     the     effects     of     different     tillage     equipment     as     well as      several      methods      of      tillage      and      fertilization      on      com yields,        water        and        nutrient        availability,        soil        structure, fertility and soil erosion.
. Coordination of the data collection and analysis activities. 
. Hiring and supervision of staff.
. Preparation of scientific papers and submission of final reports.
1979 - 1982             Jahn Deere IXd., Grimsby, Ontario
Territory       Manager       (Eastern       Quebec       ani Responsibilities included the following:
Allocaticr, and dlstruan;^, of
New Brunswick). dealers
-
Lens.JOHN K. KELLY
EXPERIENCE RECORD (cart'd)
Control of dealer maintenance and service programs, and spare parts inventory.
. Monthly wholesale financial audits and collections. 
. Dealer staff training in management, sales, products
knowledge and service.
Area Service Manager (Eastern and Northern Ontario, and the Montreal Region). Responsibilities:
. Engineering liaison between the farmer and the factory, reporting design problems and recommending solutions. 
. Technical problsn solving on the complete line of
agricultural inplsrents and machinery. 
. Dealer service training (Territory schools and individual | instruction).
. Warranty administration.
1977 - 1978               Macdonald College Agricultural Engineering Consulting Service, Ste. Anne de Bellevue, Quebec
Engineering Assistant. Responsibilities:
. Design of surface and subsurface drainage systems
. Surveying of agricultural land.
. Supervision of ccnstructicn and drainage instil lat-im. 
. Erosion control design and i rrpl emerrtat i m.
Researcher. Responsibilities:
. Collection and processing of data for a ccuputerized topo graphic mapping system.
. Computer programming and testing.
LANGUAGES
snc
Speaking
English
Excellent
Reading Excellent
French
Excellent
Excellent
Writing Excellent Good
PUBLICATIONS
Kelly, J.K. Gambia.
1986.       Evaluation       of       Rice       Irrigation       art       Rice       Rehabilitation       in 
GAM 76/032 and GAM, 81/C03.
Report
and GAM, 81/C03. June L986. 
to      the      United      Nations      Devel'cment      Progranme      on      Projects
v- on crogects
McKyes,     E.,     G.     Owen.,     and till    age    and    tert    il    izer Eng. 28: 101-105.JCHN K. KELL¥
HIBLICATICNS (ant'd)
Kelly, J.K. and E. McKyes. fertilizer sources on January 1985.
1985. The influence of tillage, oom growth and yield. Submitted
zero       tillage       and for publication,
Kelly,  J.K.  and  E.  McKyes.  1985.  The effects of tillage,  zero  tillage and fertilizer sources on  soil structure,  nutrient and  moisture distribution in silage com production. Submitted for publication, January 1985.
Marshall,      D.J.      and      J.K.      Kelly.      1985.      A      Hovercraft      Fast      Ferry      Service      in      the Caribbean. (Feasibility study and business plan.)
Kelly,  J.K.  1985.  The effects of tillage,  zero  tillage and  fertilizer sources an  oom growth  and  yield  and  soil physical properties.  M.Sc.  Thesis. Macdonald College of McGill University.
Kelly,       J.K.       and       D.J.       Marshall.       1984.       OECS       (Organization       of       East       Caribbean States) Sea Island Cotton production potential.
Marshall,  D.J.  and  J.K.  Kelly.  1984.  Laser Optics for the Automatic Recording of Drainage Installation  (LEOPARD).  A report submitted  to  the Quebec Ministry of Agriculture.
Kelly,  J.K.,  E.  Md^es,  C.  Owen,  A.F.  Mackenzie and  A.K.  Watson.  1984. Tillage and  fertilizer effects on  silage com production.  ASAE  Paper No. 84-1543. Presented at the ASAE annual winter meeting, December 1984.CR. ROBERT S. BRCOGHTCN
PERSONAL DATA
Date of Birth
Citizenship 
Profession
Years with Firm
: June 29, 1934
:
Canadian
: A
gricultural Engineer and Professor
: 0
Proposed Position on Team : Special Advisor
KEY QUALIFICATIONS
Dr. Broughton has very extensive experience in all aspects
drainage,  sal inity  control,  irrigation  and  water management in  both  Canada and 
overseas. He
directed and supervised research and develcpo^it in these
areas       and       has       authored       over       80       articles       in       reference       publication       as       well       as
over 50 technical reports. 
He is one of Canada's foremost authorities cn
subsurface drainage,  with  acknowledged  international standing,  and  is regularly 
retained  by  the Canadian  Government (CIQA) as a special ist consultant an 
drainage projects worldwide. 
EDUCATION
—
B.S.A., Ontario Agricultural College, Agricultural Engineering, 1956.
B.A.Sc.,           (first           class           honors),           University           of           Toronto,           Mechanical Engineering, 1957. Thesis cn Flood Control Methods.
Master           of           Science,           Massachusetts           Institute           of           Technology,           Civil Engineering, Hydrodynamics and Water Resources, 1959.
Fh.D., McGill University, Soil Science and Land Drainage, 1972. THacic The Performance of Subsurface Drainage Systems on Two Saint tX-c—J, Lcwland Soils.
PROFESSIONAL AFFILIATIONS
Order of Engineers of Quebec
Corporation des Agronanes de la Province du Quebec
Association of Professional Engineers of Ontario
Canadian Society of Agricultural Engineering
Soii       and       Water       Engineering       Subject       Matter       Comittee       chairman       1967-->qaq
Vice President Technical, 1969-1971 
President-Elect, 1973-1974
President, 1974-1975
Chairman, Nom.tnations CoBituttee and Constitution 
Member forward Planning Comittee, 1980-1981 O»nittee, 1975-1976
unoxzman, 1967 1969
(
 <ER. ROBERT S. BROUGHICN
HOFESSICKAL AFFTLEATICNS (ccnt'd)
American Society of Agricultural Engineers
Soil   and   Water   Engineering   Subject   Matter   Committee   Chairman,   North Atlantic Region, 1967-1968
Society of the Sigma Xi
Canadian Society of Civil Engineers
Engineering Institute of Canada
Member    of    the    Technical    Operations    Board    representing    The    Canadian Society of Agricultural Engineering, 1977-1982
American Society of Civil Engineers
Sprinkler Irrigation Association
alhrmnriitj-oc    on    Agricultural    Engineering    Syllabi,    Accreditation    Board    of the Canadian Council of Professional Engineers
Canadian    Committee    of    the    International    Commission    on    Irrigation    and Drainage, 1971 to 1976
Canadian Specifications Board for specifications for corrugated plastic
tubing, for drainage and sewage disposal applications, 1972 to present Canadian Cormittee on Agricultural Engineering (Advisory to the Canadian 
Services Coordinating Coranittee, 1969-1971)
Soil    and    Water    Engineering    Section,    Conite   des   Productions   Vegetales   du 
.
SriC Quebec, 1972 to present
ACADEMIC PQSHTCNS
Since 1974
1961 - 1974
1965 - 1971
1971 - 1972
1971 - 1977
1975 - 1976
1978 - 1981
Professor      of      Agricultural      Engineering,      Macdonald      College, McGill University, Montreal, Canada
Lecturer,  Assistant and  Associate Professor,  Department of Agricultural Engineering,  Macdonald  College,  McGill University, Montreal, Canada
Chairman,     Department     of     Agricultural     Engineering,     Macdonald College, McGill University, Montreal, Canada
Visiting     Professor     and     Study     Fellow,     National     College     of Agricultural Engineering, Silsoe, Bedford, England
External     Examiner     in     Agricultural     Engineering,     University     of the West Indies, Trinidad
External     Examiner     in     Agricultural     Engineering,     University     of Nigeria
External Examiner in Agricultural Engineering, Silsoe, Bedford, EnglandER. FOBERT S. BR0UGHTCN
HCNCRS AND AWARDS
The Maple Leaf Award  of the Canadian  Society  of Agricultural Engineering, 1978  in  recognition  of professional abilities in  advancing  the goals of
the Society and the Profession of Agricultural Engineering in Canada.
Honorary  life member of The Corrugated  Plastic Tubing  Association,  1981, in  recognition  of contribution  to  land  drainage engineering  research  and teaching.
Fellow of the Canadian Society of Agricultural Engineering, 1981. EXPERIENCE RE0CRD
Major Consulting
Egypt
Integrated Soil and Water Improvement Project, 1985-1988
. Development of specifications and preparation of tender documents for procurement of a plastic tubing factory including extruders, corrugators, perforators, and resin handling, conveying and blending equipment. 
. Design and construction supervision of drainage test plots (pilot areas).
SHC
Pakistan
Barbados
Trinidad
.    Coordination    and    instruction    for   training    courses    and   work shops    on    design    and    construction    supervision    of    subsurface drainage     systems,     for     Egyptian     engineers,     in     Egypt     and Canada.
.       Feasibility       investigations,       project       technical       evaluations, design   work   and   the   coordination   and   instruction   of   training courses    related    to    control    of    salinity    and    waterlogging    by subsurface     drainage     systsns,     on     a     number     of     project including    Mardan    Soil    Conservation    and    Reclamation    Project (SCARP)   and   Chamera   Ri^it   Bank   Project.   Work   was   carried out   for   various   agencies   including   the   World   Bank,   the   Asian Development    Bank,    the    Canadian    International    Development Agency, and the Government of Pakistan
• Carried out investigations and made reccnmendaticns for irrigation projects and erosion control measm-ps,
. Sugarcane Feeds Centre Facilities. Responsibilities included supervision of construction, training of staff, and evaluation and advice on engineering aspects of the project.CR. ROBERT S. ERDUGHICN
EXPERIENCE RECORD (cart'd)
El Salvador Haiti
St. Lucia Canada
apt* 11A bapuTU .
. carried out investigations of drainage problems and made reccrnmendations for improvements for FAO/UN.
. Responsible for field investigations, layout and design of irrigation dam and canal headworks.
. Carried out studies to evaluate water supplies available for irrigation.
. National Capital Curmission Greenbelt, Ottawa, Canada Responsible  for  management  and  direction  of  all  phases  of engineering work associated with the provision of a drainage system   for   4000   hectares   of   farmland,   including   field investigations,  development  of  design  criteria,  design,  and production of drawings.
Since 1961  Dr.  Broughton  has held  academic positions in  the Department of Agricultural Engineering  of Macdonald  College, 
McGill  University,  and  has  been  a  full  professor  since  1974. He  has  taught  land  drainage  engineering,  water  resources,  land ano soil conservation and development, hydrology and hydraulics ano   related   subjects   at   both   the   undergraduate   and   graduate level.  Dr.  Broughton  has  for  the  last  several  years  organized short  courses  or.  International  Land  Drainage  Engineering  for bat': Canadian and overseas engineers.
In tns context of his academic work, Dr. Broughton has been extensively involved in research and development work in the drainage field. His research and development experience has inciuoac investigations and observations of the performance of surtaat and subsurface drainage systems in a wide range of soil *nc tepogr«p!^< conditions in Ontario, Quebec, Alberta, British Ooiotjia, Nove Sootie, England, The Netherlands, Belgium, 
laKUBUr., Trinidad ana the U.S.A. Special drainage praiiSK ha* hats investigated at the request of fanners, cuniiiagt contractor, government officers, consulting engineers ano ogrcicgisu Yi* rangt of uater management problems on 
, tlM uau. oont it utHcabal by the titles in the
. isu uf pjc. j9B«tc papers, conference papers and 
UJ 
hat
Utt twtmnl. work. of 35 post-
giaOuaU Sht)Mt OhM.bC. w H..L Mast**.®. ROfiSC S. SVLnfTO
EXPSUBCE REECRD (ccnt'd)
Other Positions
1959 - 1961
1957 - 1959
Conservation Branch. CscMerrwer* of Ontario
Hydraulic B-cineer. Reaper® lisle fur planning  ani agp&rx- leu® of water rescurves, flcoi ccrttrul, irrigation a#rt wrter management projects.
Massachusetts Inst itute of Technology Hydrodynamics Laboratory
Research Assistant
LANGUAGES
English French
Speaking
Excellent
Excellent
Reading
Excellent
Excellent
Wr it Ing
Excel lent
Exce 11 ent
sncCHRIS D. TASCHUK PERSONAL DATA
Date of Birth
1965
Citizenship
Canadian
Profession
Civil Engineer
Proposed Position on Team :
KEY QUALIFICATIONS
Mr. Taschuk has seven years experience in the field of computer programming related to engineering solutions. He has procured and 
installed four computer CAD systems and maintained a project scheduling system. Mr. Taschuk is presently completing an assignment in Egypt where he is operating the ccsnputer systems, of SNC's Integrated Soil and Water Improvement Project (ISAWIP), and the River Nile Development Project.
Specific duties performed by Mr. Taschuk that are relevant to ADP I include:
. Computer Engineer
ISAWIP, Egypt
On site planning and operations of the ccsnputer system for this project. His duties include system procurement and installation for both project control and ccnputer aided drafting systems. 
His other duties include technology transfer and the preparation and presentation of specialized ccnputer training courses.
. Ccnputer Engineer
RNDP, Egypt
On short term assignment, Mr. Taschuk developed and planned a ccnputer system for project control and engineering analysis. Commercial software was obtained for river basin modeling and river engineering analysis, such as backwater and sediment calculations.EDUCATION
1987       Bachelor of Science, Civil Engineering, University of Saskatchewan
1988       Autocad Training Course, Regina Plains Computer Center
1988 UQT Transient Analysis Solutions Course, In-hcuse, SNC Regina 1985 Canadian Dangerous Goods Course, In-hcuse, Gulf Canada
PROFESSIONAL ASSOCIATIONS
Association of Professional Engineers of Saskatchewan
EXPERIENCE RECORD
August 1987 SNC INC.
Computer Engineer
Coordinator of all Regina office computer systems including two 386-based micro-computers, four 286-based micro-computers, and four PC's. Responsible for
operation and maintenance of computer-based scheduling and cost tracking system used to monitor progress of two major engineering projects and several smaller
projects. Additional duties include providing computer hardware and software sipport services to all staff Benters. Developing ccnputer solutions to common engineering problems.
Currently assisting in the analysis of a major pressurized pipeline irrigation project to predict and prevent damage due to water transients. Involvement in this project has required general analysis of various computer programs to determine their suitability for major surge analysis. A well known computer solution service, LIST, is currently being used for the analysis.
Assisted in the development of a system using the software EMXS to calculate out and fill volumes in canals using input of survey data and design cross section characteristics. The program uses an advanced graphics interface between the computer and the user which greatly simplifies the input and analysis of
data. Cross sections arid cut aid fill volumes are graprjeo on screen to assist in design analysis.May 1987
Summer 1986
1982 - 1985 Summers
Responsible for development of a dam stability analysis program for use with aging dams. The program was used for the stahi lity analysis of the 40+- pier Island Falls
"A" Dam in northern Saskatchewan. This program calculates all allowable forces on each pier/spillway section, and allows for input of such variables as
broken concrete, concrete density, drains, and 
post-tensioned rock anchors. A ccnpl ete design of
post-tensicned rock anchors was performed using the program during the fall of 1987.
Prepared a series of in-house programs for
administration support, design models and other applications using Lotus 1-2-3, dBase III, and others.
Paul Rendek Construction Ltd.
Supervisor's Aide
Worked as a rod man while surveying cut and fill elevations, property lines, and curb locations. 
Assisted with the construction of concrete/steel composite staircases, concrete walkways, roof
insulation, and wooden floors.
Canadian Transport Cannissian
Civil Engineering Trainee
Prepared computer-based progress reports for the Railway Crossings Program and the Branch Line Rehabilitation Program. Responsible for the processing of financial
data and the preparation of financial reports.
Assisted Consultants with inspections of railway i-ra<Sr and crossings cn the Branch Line Rehabilitation Program.
Gulf Canada Products Corpany
Bulk Plant Terminal Assistant
Performed quality control tests on petroleum products
and assisted with inventory control and maintenance work on gasoline storage tanks, supervised safe loading of
both tanker trucks and railroad tank oars.sncMAURICE RAYMOND M. JANSSEN PERSONAL DATA
Date of Birth
Citizenship
Profession
Years with Firm
Preposed Position on Team KEY QUALIFICATIONS
: April 15, 1960
: Canadian
: Cost Controller / Planner : 6
: Contracts Administrator
Mr. Janssen has eight years experience in cost control, estimating, planning and construction. His project experience includes surface and subsurface agricultural drainage, hydro electric development pipeline, petrochemical and coal handling facilities.
Specific responsibilities held by Mr. Janssen that are directly 
related to ADP I include:
Control, Planning and Computer Specialist
Integrated Soil and Water Improvement Project
ISAWIP, Egypt
Responsible for the installation and set up of the computer system. Setup of the planning and scheduling system and training of Egyptian personnel in the use of "OPEN PLAN" scheduling software. Installation of SNC's PPC cost system. Setting of control budget, implementation of invoicing system, supervision and assistance to Irra] accountant responsible for accounts payable and accounts receivable. Liaison between SNC and the Canadian staff. Trained Egyptians in computer programming and use of commercial software packages. Assisted in procsplans
for additional computer hardware for CAD and GIS systsss.EDUCATION 1986
1985
1981
1980
EXPERIENCE record
, rmniter Programming, Faculty of
, r^nuter and Computer Programming,
o£ AUfirta
-
Netvort A^lysis £OT Plmnin3 and SChedUlin<’-
University of Alberta.
0„e   year   Bachelor   ot   Arts   "General”,   University   ot Alberta.
1980 to
present
Cost Controller
Four projects run concurrently:
Responsible for training and supervision of project controls team. Set up budgeting and control procedures. Supervision of project accounts payable and accounts receivable, production of Cost Reports and invoices, trend analysis cashflow forecasts.
Planner
Interprovincial Pipe Line Ltd., Edmonton Phases H and III Pipeline Expansion Projects.Cost Controller
AOSTRA Underground Test Facility
Setting of control budget, monitoring of
engineering, material and construction costs, 
analyzing engineering and construction trends, inpiementation of computerized reports, cashflow
forecasts and charts, and invoice control. 
Forecasting of potential overruns and assisting 
senior controller in correction of problems.
Planner
AEC Maskwa Pump Station
Implemented  Permaster caiputer planning  and scheduling  for engineering,  procurement and construction control
Cost Controller
Union Oil Coal Loadout Facility
Estimating changes in scope, monitoring cash flew, 
and reporting trends on this EPC lunp sum project. Responsibility for the main frame caiputer reports
for manhours and expenses in the Edmonton office. Assisted in drawing control of vendor data.
Office Assistant
Suncor Inc.
Junior Inspector "NDT*  and  safety  watch,  responsible for bank  account and  minor purchasing  and  payment of petty cash
Junior Planner
RER Oil Sands
Planning and scheduling - worked directly with Project Manager to produce and update
and construction schedules.
Cost Control Technician
IPL Debottlenecking
Production of monthly reports of expenditure and forecast to complete.
Cost Control Technician
Esso Cold Lake
Collection of manhours and costs cn a weekly 
for reporting to Client, preparation of rcnthly cos*- reports arel invoices. Assisted Senior Planner in the update of engineering, procurement and construction schedules.
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jJOHN F. METZGER, P. Eng. PERSONAL DATA
Date of Birth
March 18, 1950
Citizenship 
Profession
Canadian
Agricultural Drainage Engineer
Years with Firm
2
Proposed Position on Team : Subsurface Drainage Specialist
KEY QUALIFICATIONS
Mr.       Metzger       has       been       continuously       Involved       in       drainage       work       for       the       last       13 
years. He has carried  major responsibilities for subsurface drainage design and  construction  supervision  on  projects in  Egypt and  Pakistan  under conditions very  similar to  those in  Ethiopia. He has a Master’s degree in  Agricultural Engineering and has post-graduate training in subsurface drainage design.
Recent        significant        positions        held        by        Mr.        Metzger        that        are        directly        relevant        to ADPI are as follows:
Integrated Soil
and Water Improvement Project, Egypt,
1987 to date
Lead  Drainage Design  Engineer. Responsible for all phases of field 
investigations, planning  and  design  of the subsurface drainage system for
the             30,000             hectare             ISAWIP             project.             Responsibilities
included 
the
assessment         of         field         data,         development         of         design         criteria         and         procedures, preliminary layouts, and production of designs and construction drawings.
Salinity        Control        and        Reclamation        Project        (SCARP)        Mardan,        Pakistan,        1984        - 1987
Drainage Design  Engineer. Responsible for preparation  of preliminary layouts for subsurface drainage, final design  of subsurface drainage, and preparation  of final drawings. Responsibilities included  the direction  of topographic surveys using  electronic total station  and  conventional survey equipment, and  the preparation  of topographic maps from air photo  and field survey data.
Drainage            Construction            Engineer.            Responsible
for            construction            supervision 
and          contract          administration          for          the          installation          of          subsurface          drainage for salinity control and reclamation on 25,000 acres of Mardan SCARPijOHN F. METZGER
EDUCATION
Bachelor     of     Applied     Science,     Agricultural     Engineering University of British Columbia, Vancouver, 1974
Master of Science, Agricultural Engineering 
University of Manitoba, Winnipeg, 1981
Post-graduate    Course    in    Land    Drainage    Engineering 
McGill University, Montreal, 1982
PROFESSIONAL ASSOCIATIONS
Association of Professional Engineers of British Columbia
Canadian Society of Agricultural Engineers
American Society of Agricultural Engineers
Canadian National Committee on Irrigation and Drainage
Committee on Plastic Drainage Tubing, Canadian General Standards Board EXPERIENCE RECORD
Since 1987                THE SNC GROUP, Regina, Saskatchewan
Integrated Soil and Water Improvement Project, Egypt
snc
1984 - 1987
.      Lead      Drainage      Design      Engineer.      Responsible      for      all      phases of        field        investigations,        planning        and        design        of        the subsurface      drainage      system      for      the      30,000      hectare      ISAWIP project.        Responsibilities        included        the        assessment        of        field data,         development         of         design         criteria         and         procedures, preliminary         layouts,         and         production         of         designs         and construction drawings.
CANADIAN DRAINAGE TEAM
CONSULTANT to CANADIAN INTERNATIONAL
DEVELOPMENT AGENCY for
the Salinity Control and Reclamation
Project (SCARP) Mardan, Pakistan.
.        Drainage        Design        Engineer.        Responsibilities        Included        the direction        of        topographic        surveys        using        electronic        total station       and       conventional       survey       equipment,       the       preparation of     topographic     maps     from     air     photo     and     field     survey     data, preparation       of       preliminary       layouts       for       subsurface       drainage,
final design of subsurface drainage, final drawings.
♦ DrDarinaainagege Construction Engineer.
and preparation of Responsible
construction supervision and contract administration for t e installation of subsurface drainage for salinity control an reclamation on 25,000 acres of Mardan SCARP.JOHN F. METZGER EXPERIENCE RECORD (cont'd)
1975 - 1984
BRITISH COLUMBIA MINISTRY OF AGRICULTURE AND FOOD Abbotsford, British Columbia
Senior                Agricultural
Engineer.
Responsible for
implementation of regional agricultural drainage
Drainage
planning and : and irrigation Provincial
(ARDSA)
projects
Agricultural
for the province
funded and of
under the joint Rural Development
British Columbia.
Federal/
Agreement
Proj ects
included
the following:
program
included 
.          Sumas          Main          Drain.          Major          improvement
deepening  and  bank  stabilization  of the main  drain  serving an  agricultural area of 8,000  hectares in  the Fraser River Delta.
.        Somenos        -        Richards        Creeks        Project.        Deepening        and        widening of         existing         drains         and         replacement         of         drainage         structures for        an        agricultural        area        suffering        from        high        water        tables. A        major        consideration        was        the        preservation        and        enhancement of the fish rearing capabilities of the drainage system.
Willband Creek Lowlands Project, existing drainage system, including station, for a low lying agricultural hectare Willband Creek basin.
Improvements to the a drainage pumping 
area within the 4,000
.           Hammersley           Plain           Project.           Improvements           and           rehabilitation of         the        drainage        system        and        structures        for        an        agricultural area of 3,500 hectares in the Fraser River Delta.
Design Engineer
.         On-farm         drainage         consultation,         and         analysis         and         design         of surface        and        subsurface        drainage        systems        for        farms        throughout British Columbia.
.     Design review, inspection and subsurface
quality 
assurance       of
drainage system plans   submitted             for funding
through         B.C.         Ministry         of         Agriculture         and         Food.         Applied 
research and 
. Agricultural
demonstration projects.
engineering extension   through organization 
of
and        presentation        at        field        days,        workshops        and        seminars        for farmers and soil improvement and drainage professionals.
.       Served       on       Committee       on       Plastic       Drainage       Tubing       of       Canadian General Standards Board.JOHN F. METZGER
EXPERIENCE RECORD (cont’d)
1974 - 1975
UNIVERSITY OF BRITISH COLUMBIA, Vancouver, British Columbia
. Design Engineer,
vegetable
Design and testing of prototype precision seeder in the Bio-ResBour io-cReeEsour  ngicnee eErngi  ing neDeerpaing  rtmDeentpa. rtment.
LANGUAGES
Speaking
Reading
Writing
Excellent
Excellent
Excellent
Fair
Fair
—
Fair
English
French
German
Spanish
Hungarian
Arabic
REPORTS AND PUBLICATIONS
van      der        Gugten,        C.A.        and        J.F.        Metzger. Criteria. ISAWIP Technical Report.
Fair
—
Fair
Fair
—
Fair
Fair
—
Fair
-
—
1988. Subsurface Drainage Design
van       der       Gugten,       C.A.       and       J.F.       Metzger.       1988.       Subsurface       Drain       Pipe       Installa tion with Trenchless Equipment at ISAWIP. ISAWIP Technical Report.
van  der Gugten, C.A.; J.F. Metzger and  F. Nossier. 1988. Subsurface Drainage System Requirements for Rice in  Crop  Rotation: the Suitability  of the Modified System for Use in ISAWIP. ISAWIP Technical Report.
Metzger, J.F. 1984« British Columbia.
Farmland drainage involving fish-bearing streams in
Presented to 37th annual meeting of Canadian Water
Resources Association Meeting, Vancouver, B.C. 13 p.
Metzger, J.F. Prai ries.
and      W.E.      Muir.      1983.      Aeration      of      stored      wheat      in      the      Canadian Can. Agric. Eng. 25:127-137.
Metzger,       J.F.       and       W.E.       Muir.       1983.       Computer       model       of       two-dimensional       conduc tion and forced convection in stored grain. Can. Agric. Eng. 25:119-125.
Metzger,       J.F.j       P.D.       Terry       and       W.E.       Muir.       1981.       Performance       of       several       axial- flow fans for grain bin ventilation. Can. Agric. Eng. 23:11-16.
Metzger,       J.F.       1980.       Aeration       of       stored       wheat       In       the       Canadian       Prairies.       M.Sc. Thesis. University of Manitoba. Winnipeg, Manitoba. 158 p.JOHN F. METZGER
REPORTS AND PUBLICATIONS (cont'd)
Metzger, J.F.; W.E. Muir and  P.D. Terry. 1980. Aeration  of wheat: air-flow rates and  fan  management for fall cooling. Paper No. 80-104. Can. Soc. Agric. Eng., Ottawa, Ontario. 14 p.
Metzger,       J.F.       1976-1984.       British       Columbia       Ministry       of       Agriculture       and       Food publications:
. Benefits of drainage.
.     Subdrain     system     design     nomograph     (co-authored     with     Dr.     S.T.     Chieng)     .
. Is your rapeseed storing safely?
. Forage harvesting systems.
. On-farm drainage pump stations.
. Water control structures for wetlands.
. B.C. Drainage Workshop Proceedings - Dec. 12-14, 1983.
165 p.
MacAulay, J.E.; E.O. Myborg  and  J.F. Metzger. 1974. Seed  extraction  by thermal methods from serotinous conifer cones. Paper. Can. Soc. Agric. Eng., Ottawa, Ontario.
Turnbull, J.E. and  J.F. Metzger. 1974. External ring  foundations for tower silos. Engineering  Research  Service, Agriculture Canada, Contribution  No. 498.
British      Columbia      Ministry      of      Agriculture      and      Food.      Co-authored      portions      of      the following publications:
. Feeding and management guide for growing beef cattle. 1981.
ed. R.R. Corbett.
. British Columbia cow/calf guide. 1980. ed. R.J. Richmond.
.       Management       and       improvement       of       organic       wetlands       in       the       interior       of British Columbia. 1981.
. Environmental guidelines for beef producers in B.C. 1979. ed. J.F. Metzger.
. Agricultural landclearing in B.C. 1979. Slide/tape. ed. J.F. Metzger.FORM
procedi P/a«d*x® process MONTREAL. QUEBECPage: 5-1
Date: 88 07 22
Ref
:
GENERAL AHTOACH
Project Goals and Objectives
The    goal    of    the    project    is    to    increase    the
agricultural
output
of
the
project      arpa      in      order      to      contribute      to      the
national
objectiv
es
for
agricultural production. Thus, the project has two objectives:
.     to     improve     soil     conditions     for     agriculture     by     installing     as     quickly 
and     efficiently     as     possible     sub-surface     drainage     and     to     implement
soil      improvement      measures      including      sub-soiling,      gypsum      application and precision land levelling;
.     to     improve     water     management     and     soil     conversion     by     investigating water       management       systems,       water       harvesting       concepts       and       land reclamation plans for saline soils.
These objectives are aimed  at eliminating,  or at least minimizing,  the saline soil constraints that limit productivity  in  the project area at this time.  This means reversing  the deterioration  in  soil conditions, improving  water management,  and  agricultural practices that will benefit
the people of the area.
SNC's   approach   and   methodology   is   geared   to   meeting   the   overall   goal   by   !     ' increasing      agricultural      output      through      understanding      and      improving      the land      elements      (soils,      water,      crops).      Inherent      in      this      strategy      is      a keen     awareness     that     to     enhance     agricultural     production     recommended     and implemented     activities     must     be     technically     sound,     economically     feasible, socially desirable, and environmentally safe.
General Responsibilities
SNC acknowledges that the objective of its services are:
To provide overall project management and consultant services to the
project;
. To provide the necessary technical assistance for design review, 
final construction drawings and specifications and construction 
management of various aspects of the project, as well as
engineering, and training services; and,
. To provide procurement of equipment and materials for the project.
In  general terms the ADP I Team will carry  out the ner^^-ry  work required  to  achieve the project objectives in  conformity  with established  standards of good  practice.  The Team's responsibilities will include:LPage:
5-2
Date:
88 07 22
Ref:
5.0
5.2
5.3         Additional Goals
The         Amibara         Drainage         Project         involves         subsurface         drainage reclamation      for      4740      hectares      of      land      in      the      Awash      valley      c Ethiopia.       The       terms       of       reference       are       based       upon       the       use trenchers      for      installation      of      the      drainage      system.      SNC      is      proj use        of        trenchless        picws        and        laser        grade        control.        This technology      will      enable      project      inpiementation      in      about      one      half
land
the       normal       time       requirement.       The       faster       rate       of       implementation       will enable       presently       abandoned       land       to       be       put       back       into       crop       production sooner than anticipated.
This new technology requires the use of electronic equipment, heaw machinery and well organized construction practices. If Ethiooia to benefit frm this technology ® ADP I aM futureprtdS
extensive training program will be reouirwl described in^he^j^^
a mQre
ab °Ve
with this teAno^y?"^^
• Computer aided design Computer maintenance
Tripe to ^naaa and 
SGVGral areas associated
fot
»•«« « -intone™. ot
_* G *
r 7
- «■ m
Page: 5-3
Date:    88    07    22 Ref:
5,0         GENERAL APPROACH (ccnt'd)
5.3         Additional Goals (cont'd)
Heavy equipment maintenance
i.e. - diesel mechanics
-  welding
-  general machinery repairs
Use of electronic survey equipment and data management
. Construction management assistance with parts supply and project
scheduling
Other      programs      not      directly      associated      with      this      new      technology      cculd 
involve            agricultural development programs.
extension,
soil
conservation,            and            social
SNC has met with  the Canadian  International Development Agency  (CIDA) to discuss the possibility  of CIDA providing  grant funds, as a supplement
to      ADB      financing,      for      those      portions      of      work,      particularly      training      for
new     technology,     that     is     not     covered     in     the     proposed     scope     of     work:.     ODA
has     funded     similar     requests     in     the     past     and     has     expressed     a     willingness
to      consider      such      funding      if      SNC      is      awarded      the      project.      ODA      is      SflC providing       major       grant       funding       for       food       and       agriculture       assistance       in 
Ethiopia on an ongoing basis.
SNC is confident that the Aroibara
Project,      which      will     contribute     to      the     food     security      of     Ethiopia,     will     be favourably viewed for additional funding by CIDA.
A     letter     from     the     Industrial     Cooperation     Division     of     CHA     is     attacbAd     to this       section       of       the       proposal.       It       indicates       CIDA's       will       irgrtA^s       to provide       up       to       $500,000       for       addititicnal       training       reguiresnArrh^       nitride the current scope of work.
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IAgence canadienne de developpement international
200. promenade du Portage Hull (Ou6bec)
CANADA K1A 0G4
Canadian   International Development Agency
200 Promenade du Portage Hull. Ouebec
CANADA K1 A 0G4
Voire reference Your file
Notre reference Our file
E3525-C362
UNCLASSIFIED/SEC URE TRANSMISSION ABROAD FM CIDAHULL SEL1216 22JUL88
TO SNC EDMONTON TLX:037"3428
ATTN: MR. G. R. GERRY
INFO ADDIS EXTOTT GAT
CIDAHULL BCK
REF YRTEL 9017 18JUL88
SNCCONSULT EDM
----- AMIBARA AGRICULTURAL PR0JECT-ETHI OP IA
CIDA INC WILL CONSIDER AN APPLICATION FOR A TRAINING PROGRAM NOT EXCEEDING $500,000 (CANADIAN) IF SNC IS AWARDED THE CONTRACT AND IF THE TERMS OF REFERENCE OF THE PROPOSED CIDA FUNDED PROGRAM ARE NOT INCLUDED IN THE TERMS OF REFERENCE OF THE BID DOCUMENT.
WE WILL REQUIRE A DETAILED BUDGET AND TERMS OF REFERENCE FOR EVALUATION BEFORE GIVING YOU A FORMAL RESPONSE.
REGARDS,
PRADIP SHASTRI, CIDA/SEL
PRADIP SHASTRI
SEL             997-0569
Original Signed by
P. SHASTRI
Olminal aiQM. oa.”I 1
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MONTREAL. QUEBECJ 
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Date: 88 07 22
Ref:
6.0         PROJECT COGANIZATiaN
6.1 Management Organization
and irrplementation ccoponents of the project.
Ethiopian  Deputy  Resident Engineer and  the Canadian  Resident Engineers. Unit blocks around  various disciplines indicate major areas of technology  transfer.  This management unit reports to  the Project Manager and  manages both  the Ethiopian  and  Canadian  project tea Tits. Tn-hagrat i nr and  communication  between  the Canadian  and  Ethiopian technical components is demonstrated with broken lines.
6.2 Team Organization and Coordination
The Water Resources Development Authority  has put forward  a team to execute the Amibara Drainage Project with  the support of the consultant.  SNC will provide personnel to  serve in  three functions as follows:
1.     Replacements: to fill temporary gaps in the team in the period until
the WRDA can appoint someone.
2.     Technology: to perform tasks of new technology in the period before
the WRDA personnel are trained in the use of the technology.
3.     Training: to train and assist the WRDA personnel in understanding 
and using the new technologies and work methods to be introduced.
The team is organized  in  a way  to  assure effective and  functional management of the team.  Special consideration  will be required  to 
ensure proper coordination of the
The proposed Ethiopian and Canadian prelect
efforts.
-css.
legend
T   6   N   ~   TO   BE   NAMED   fo   f   WRDA INTEGRATION LINES------------------11II
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Date:    88    07    22 Ref:
6.0 PROJECT ORGANIZATION (cxxit'd)
6.3 Task Assignments (ant'd)
HQ liaison - D.I. MacIntyre
The HQ liaison Officer will coordinate hone office activities including.
Home office personnel matters, including assisting with recruiting. 
. Input to financial control and billings.
Significant input to procurement through identification of suppliers
and procurement follow up.
. Input to financial reporting both quarterly and semi annually.
Assistant Resident Engineer - M. Botros
The Assistant Resident Engineer will cooperate with WRDA staff to:
. Review the project design, plans and specifications plus other — 
pertinent documents related to the design.
. Supervise and coordinate any required surveys of profiles and cross
sections of subsurface and surface drains in the project area.
. Assist in establishing adequate soil salinity monitoring rrrit^-ria by 
use of laboratory facilities and salinity
. Compile and upgrade basic data concerning the areas designated for
subsurface drainage.             This may include but not be limited to: topo
graphic mapping and aerial photographs, soil survey and lard.
Classification,               salinity/alkalinity and water table level
distribution, supplemental soil hydraulic conductivity canal
seepage and ground water information, cropping pattern, irriaation 
application and distribution.
Maintain      records      of      inspection,      measurements      and      performance      of installed systems.
. Issue interim and final ccnpleticn certificates.
. Advise WKDA and State Earn organizations on natters related tn 
construction progress ani requirements in the following area*-
. design and acquiring permits for crossings of utilities road 
railwavs. fitc- :                                                                                                       roaa,I
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Date:    88    07    22 Ref:
6.0
PROJECT ORGANIZATION (cart'd)
Task
 Assignments (car
t'd)
Envi
ronnentalist - Dr.
 M. Pineau
Be
responsible
for
planning, 
management
and 
coordination 
of
all
activities to the water quality and environmental programs.
Review existing water quality data.
Identify significant pollution sources.
Develop water quality objectives for a selected area.
Prepare cost estimates for achieving water quality objectives.
Advise and assist with program implementation.
Monitor     and     report     on     implementation     and     the     feasibility     and     cost     of extending it.
Surveyor - E. Hodge
Responsible       for       the       planning       and       initial       direction       of       the       -naj.-.r- surveying work for the project including the following:
. Surveys for main and branch canals and drains.
. Detailed topographic surveys.
Irrigation Agronomist - R. McKenzie
Direct     and     be     responsible     for     technical     agronomic     aspects     of     the     oroiect mainly under the Irrigation agronomy ccmpcnents. Specific tasks are:
. Conduct baseline review of technical agronomic information.
. Develop technical information packages.
Provide training to form officials, both in workshops aril
field inplamentation.
Work closely with the agricultural extension and farm management specialists to ensure practicality and transferability of technical information.I
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IPage: 6-6 Date: 88 07 22 Ref:
6.0 PROJECT CRGANIZATICN (ocnt'd)
6.3           Task Assignments (ant'd)
Water Management Engineer - J. Slater
Responsible for water management, elements related to the Irrigation
Improvement and water harvest activities.
Preparation of water balance model for the project area.
. Develop preliminary on-farm water management program.
. Develop water harvesting plan for East Dyke area.
Soil Scientist - L. I eski w
Direct     and     be     responsible     for     the     entire     Soil     Improvement     component     and conduct the following elements and activities:
Ensure integration of soils with other components, as required.
. Supervise soil survey of 1300 Ha, if required.
. Supervise the establishment of the Soil and Water TabrvratQT-y,
. Supervise and conduct the Soil Inprovement Program.
. analyze land improvement programs;
. assisting and identifying priority areas;
. prepare inpiementation plan;
. assist in equipment selection;
. provide on-the-job training to associated and counterpart
. advise on the Physical Monitoring Program;
’ £^
Drainage Plans.
icipatf
desi<3nin<3' monitoring and evaluating Pilot
Design Review Engineer - J. Metzger
Review topographic surveys. Review designs and specifications.Page: 6-7
Date:    88    07    22 Ref:
6.0
IWWECT ORGANIZATION (ocnt'd)
6.3        Task Assignments (cont'd)
. Direct preparation of plans and drawings.
. Assess data requirements and direct data gathering for subsurface
drainage.
layout of subsurface drainage.
. Final design drawings of subsurface drainage.
. Final specifications for subsurface drainage.
. Assist during tendering precess.
Assist in providing advice during construction.
. Liaise with section engineers and inspector teams.
Computer Engineer - Chris Taschuk
Responsible      for      installation      and      operation      of      computer      systems.      This will involve:
receiving and installing ccnputer hardware and software.
providing specilized training to operators and technical staff.
development     of     and     presentation     of     training     courses     for     the     project staff.
Contract Administrator - Jtauriee Janssen
■The    project    Bimini    st    rator    will    carry    out    all    the    duties    related    to    the proper     administration     of     office     and     staff     torr.     here     in     Canada     and     in Egypt.       This       wiLL       include       -vet       control,       accounting       and       financial control     SNC     will     provide     all     procurement     and     expediting     services,     for LocaL purchases art! specific ajuipment and materials procured in Canada.
Ihe procedural outline of the procurement function for ADP I wi 1 > ae- to prepare, update and aamca^i L ists of all packages ^-.i^
the project nV prepare scrwaJuces covering calling of cruvugh to xuu
to 
CQl *U-ll
a
or wort Jtefuuxicw;
uu»ttu/t      i.oot»      to      oLUUfcuss,      sptscuil      condit      Lons      oertaxrung      to      ctlls b >cU.'Kdqttf Uit OtlWl Lfei-itcjd XXUftktnCS.H
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6.0 PROTECT ORGANIZATION (ccnt'd)
6.3          Task Assignments (ccnt'd)
to receive tenders.
to carry out non-technical evaluations.
to conduct post-tender negotiations.
to sutmit recommendation.
to       complete       preparation       of       agreements documents
and other contracturalI I I I
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7.0          WORK IKX3<AM AND MEIHDDOLOGY
The       detailed       methodology       is       presented       following       the       work       breakdown structure for each of the main components.
. Management
. Data Collection
. Project Implementation
. Special Services
7.1           1000 Management
SNC's approach to manage ADP I will be characterized by the recognition 
that Project Management is a discipline in its own right, involving S fl C
special skills and a full range of systems and procedures. Personnel
have been carefully selected and trained management techniques and SNC's
management systems.
Central to  this approach  is the concept of an  integrated  project t^am set-up  under the direction  of the Ethiopian  Project Manager and  Canadian Resident Engineer.  They  will remain  ccmmitted  to  the common  goal of ADP I which  will require clarity  of conmunications,  and  a clearly  defined entity  which  can  be efficiently  managed.  The MBS structures by  activity for this component is shown on Figure 7.2.
Finally, SNC's approach to project management on ADP I, involves a
commitment to the key elements of cost, time and goal ity. The methods
systems and procedures will be implemented to monitor and control these
three parameters so as to achieve the set objectives. These systems are
described in Section 12.0 of this proposal.
1100 Liaison and Coordination
Through  regular operations meetings SNC co-ordinate with  all concerned organizations such  as WRDA and  the State Farms,  on  the project site on progress of work,  project related  requirements,  and  other matters as'mav be deemed  necessary  for successful execution  and  implementation  of the project.■
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AMIBARA DRAINAGE PROJECT I
WORK BREAKDOWN STRUCTURE
ELEMENT LEVEL
IOOO
FIGURE 7.2Ref:
IWCKAM AND MFmODOTOGY (cont'd)
1000 Management (ccnt'd)
1200 Project Planning
ensure that the Project Master Schedule and the detailed 
4
nr
GClUl?? °f 
Anp ?™"
0    1011 and
ccsnponent are adequately prepared in sufficient
to allcw for efficient management and control of
Monitoring  of  all  activities  will  be  done  through  monthly  detailed 
inv
estigation 
of 
actual 
or
potential
deviations from 
schedule;  initiation 
of 
corrective
act
ion  to
p
revent  or 
minimize  effect 
o  such  deviations; 
revi
sion  of 
logic
and/o
r 
updating 
of  schedules  as 
required,  and  a  follcw-up  to  ensure  that  planned  remedial  action  is taken and is effective.
prepare and submit an Annual Work Plan to both the Ethiopian Government and African Development Bank, for approval, prior to its 
release for execution. These plans shall, as a minimum contain the 
following information:
. Statement of objectives and general description of work. 
. Description of planned activities and their durations. 
. Work schedules for project personnel.
. A definitive budget for projected work.
. Analysis of survey requirements.
. Construction drawings and equipment lists.
. Procurement schedules for material and equipment.
. Cash flow projections.
1300 Personnel Management
SNC has assigned a management team to ADP I, with a proven track record in  the  execution  of  successful  projects.  The  management  team  is experienced in the use of SNC's management tools and control systems.
SNC has in place a personnel performance review system which assures ADP T  not  only  a  good  experienced  team,  but  a  dedicated  effort  in administering  Personnel  related  natters  during  the  life  cycle  of  the project.Page: 7-3 Date: 88 07 22
Ref:
7.0
7.1
™ PROGRAM AND MKHWOIOGY (edit'd)
1000 Management
1400   Reporting 
1410 Monthly Progress Report
SNC will submit a concise and comprehensive stateme
nt 
of 
achievements, 
status,  progress  and  problems  encountered  during 
the
month 
on  all 
project components. Forecast of resources on ADP I 
and
material
status 
reports will complement the monthly progress reports. The report will include the following information:
an indication of activities that have started during the reporting period, with their actual dates,
an indication of those activities that have been completed during the reporting period, with their actual completion dates,
for activities in progress, an indication of the time remaining to completion and the estimated percentage of completion,
for activities in progress or just completed, the amount invoiced this period, total amount invoiced to date, and a revised estimated total cost to completion,
any modifications required to the plan of activities,
a brief narrative report setting out reasons for changes, if any, to the plan or costs for the assignment,
any significant issues that have occurred or are expected to occur which will have an impact on the work.
1420 Quarterly Report
sne
Summary  reports  will  be  prepared  and  submitted  each  quarter.  The quarterly  report  will  highlight  progress  during  the  quarter  including status  of  important  activities,  a  financial  summary  by  activity,  it will also contain a presentation of issue that will impact the work along with recommendations for action by the Steering Committee.
1430 Semi-Annual Review Report
SNC will submit a semi-annual comprehensive review of the preceding sixPage: 7-4
Date: 88 07 22
Ref:
7.0
7.1
W3RK PROGRAM AND METHODOLOGY (ccnt'd)
1000 Management (ccnt'd)
months, and a plan for the subsequent period to include the following: Project financial progress including:
. funds spent versus budgets
. financial projections
. specific expenditures
. Project operations report on:
. work completed versus work scheduled and discussion of variance 
. revised work schedule to project completion
. achievements and difficulties experienced or anticipated
. project-related issues requiring resolution
. main events and accomplishments of the project
. progress report on each main activity/conponent of the project 
. resource utilization; staff time spent on each main activity 
. progress in training and institutional support aspects
. utilization of equipment, cperation and maintenance, general 
conditions
. progress in each contract awarded under the project
. progress on procurement, delivery of equipment.
. Project planning report stating future plans, including:
. revision to original plans as required
. revision to original budget as required
. statement to explain variations from original plans and budgets
1440 End of Project Report
The Ethiopian/Canadian team will prepare an End of Project Report for WRDA and the ADF. The draft of this report will be submitted for'X ’X
Page: 7-5 
Date: 88 07 22 Ref:
17.0 W3RK ITOGRAM AND MEnCDOIDGY (oont'd)
7.1              1000 Management (oont'd)
comments  six  months  prior  to  project  completion.  The  report  will contain:
Complete description of the work carried out under the project.
.  Summary of the technical principles used or developed by the project for   the   data   collection,   design,   planning   and   pilot   project implementation carried out.
Quantification  of  benefits  recorded  and  estimates  of  those  expected in future years along with underlying assumption where applicable.
.  Summary  of  inputs  provided  and  outputs  attained  in  all  project components including milestone dates in the project.
Operation  and  maintenance  requirements  for  sustained  beneficial  use of work implemented under the two pilot projects.
Monitoring program to assess future impact and to detect changes in needs and establish required adjustments if any.
.   Recommended   follow-up   work   including   organization   and   management aspects.
Upon  request  the  project  team  will  make  a  formal  presentation  to WRDA on the findings and recommendations contained in the report.
The final report will be submitted within three months of receipt of the comments on the draft of the final report. It will include the Terms of Reference verbatim and will incorporate all the revisions deemed 
appropriate and agreed upon concerning the draft of the final report.
1500 Financial Control
SNC  will  carry  out  financial  control  functions  on  ADP  I,  with  the objective  of  retrieving  a  reliable,  comprehensive  information  promptly. As  outlined  in  Section  11,  SNC  will  install  a  comprehensive  Cost Accounting  System  on  micro-computers  at  site  to  achieve  the  above objectives.
Forecasts of all items included in the scope of work, as detailed in the project  code,  are  updated  on  a  continual  basis,  using  the  latest information, including plans, schedules and cost control objectives.Page: 7-6 Date: 88 07 22
7.0
Re
f:
FWGRAM AND METTODOIOGY (cont'd)
1000 Management (cont'd)
1600 Administration
project administrator will carry out all the dut
ies 
related to 
the 
proper  administration  of  office  and  staff.  This 
will 
include 
cost 
control, accounting and financial control. 1700 Procurement
SNC  will  provide  all  procurement  and  expediting  services  as  required related  to  purchases  of  specific  equipment  and  materials,  according  to procedures approved by WRDA and the African Development Bank.
In  case  of  equipment  purchases,  the  procurement  function  will  also include:
. expediting manufacture of equipment and inspection in vendor's shop. tracking of equipment during transportation 
receipt and inspection of equipment at site.
7.2              2000 Data Collection
The objectives of this component are to compile the existing information previously collected at the project site, and consolidate the SNC team's knowledge of the project and surrounding areas. The work breakdown structure for this is shewn on Figure 7.3. Monitoring of soil salinity ard water quality will also be an activity under this element.
2100 Existing Data
Existing information will be complied for each project component. Information gaps will be identified. Programs and schedules will be 
i shed to obtain all required outstanding data in order that the data          available for analysis and design phases for each component will be complete.
The specific areas to be addressed are as follows: Review plans and reports
topographic maps
soil salinity and water table data survey control
sncAMIBARA DRAINAGE PROJECT I WORK BREAKDOWN STRUCTURE
ACTIVITY LEVEL
2000
DATA COLLECTION
2100
EXISTING DATA
2110
-----REVIEW PLANS AND REPORTS
2120
TOPOGRAPHIC MAPS
2130
SOILS AND WATER TABLE DATA
2140
SURVEY CONTROL AND DATA REVIEW
2200_____________ TOPOGRAPHIC
SURVEYS
2210
---- SURVEY AND FIELD INSPECTION
2220
AERIAL PHOTOGRAPHY
2300
SOIL SURVEYS
2310
---- BASELINE SOIL SURVEY AND ANALYSIS
2320
2400_______ _________
SOIL AND WATER LABORATORY
2410
EQUIPMENT AND MATERIAL REQUIREMENTS
DRAINAGE PILOT PROGRAM
2420
COST ESTIMATES
2430 PROCUREMENT
_2440
SET UP AND COMMISSION LABORATORY
FIGURE 7.3I
Page: 7-7
Date: 88 07 22
Ref:
VKW PROGRAM AND MEIUDDOTOGY (cont'd)
land use and utilities
Each of these areas are discussed in the following paragraphs.
2110 Review Plans and Reports
All previews technical reports and data packages will be studied. This process  will  enable  rapid  familiarization  with  the  project  by  the Resident Engineer.
Project design drawings and specifications will be reviewed during the initial  project  stages.  These  documents  will  be  checked  for  accuracy and completeness. Any information gaps or possible design improvements will be noted and submitted to WRDA.
2120 Topographic Maps
Presently available topographic mapping will be collected and reviewed. If  this  data  is  sufficiently  accurate,  and  if  spot  elevations  are available, the information will be used to review the present design.
2130 Soils and Water Table Data
Existing  information  on  soil  texture  and  chemistry  plus  water  table elevation  data  will  be  obtained  and  catalogued.  Any  wilting groundwater quality information from the project area will be gathered. All of this baseline data will be stored in a data base and will be prepared  for  computerized  mapping.  Computer  generated  mapping  will enable direct visual canparison groundwater and soil chemistry. As new data is collected it will be added to the data base which will enable a graphic and numeric identification of problem areas in the project.
I
I
I
SNC  has  used  this  data  base  mapping  system  on  several  other  soil reclamation projects in  Canada and overseas, including the ISAWIP in Egypt. It has become an important design and monitoring tool.
2140 Survey Control and Data Review
Existing  horizontal  and  vertical  survey  control  monuments  will  be checked to confirm they have not been destroyed or moved. Any damaged monuments will be re-established.
I
Present  survey  data  will  be  collected  and  reviewed.  Any  further 
I
information required will be noted. Existing data in conjunction with new data will be input in a computerized terrain model. This activity is discussed in greater detail in Activity 2210 below.Page: 7-8
Date: 88 07 22
Ref:
7.0            W3RK ITOGRAM AND MEnCDOIDGY (cant'd)
7.2            2000 Data Collection (ccnt'd)
2150 Land Use and Utility Crossings
Present and planned land use and utilities, such 
as roads will have scxne 
bearing on the construction implementation plan. 
To ccsnplete the design 
and prepare a reasonable construction plan, land
use and utilities data 
near  the  proposed  and  existing  subsurface  and 
surface  drains  will  be 
collected and summarized.
2200   Topographic   Surveys 
2210 Surveys and Field Inspection
The  next  activity  after  review  of  the  plans  and  specifications  is surveys  and  field  investigations  of  the  existing  and  proposed  drainage system.   When   completed   survey   data   will   be   available   from   the downstream end of the project area to the upstream end, any gaps in the existing survey data will be filled at this time. Along the open drains surveys  will  consist  of  centerline  profiles,  with  cross-sections  taken at  regular  intervals  and  all  structures  picked  up  and  referenced.  ■ Cross-sections will extend into the banks to include access road areag. ' As  part  of  the  surveys,  semi-permanent  base  lines  will  be  established along  the  drains  and  marked  according  to  chainage  for  future  reference and control.
Collector  drains  will  be  profiled  along  their  centerline.  High  side elevations  for  the  drain  laterals  will  also  be  obtained.  Based  on present available information, it appears that it will be practical and efficient  to  use  electronic  total  station  survey  systems  for  these surveys.  These  systems  permit  the  rapid  and  accurate  acquisition  of data  and  direct  reduction  and  input  into  terrain  modelling  software directly  onto  magnetic  tape.  These  software  packages  (EMXS)  can  plot cross-sections  and  profiles  directly  fran  the  electronic  survey equipment  computer.  This  capability  will  enable  rapid  and  accurate redesign of the proposed drainage system if deemed necessary.
SNC staff are presently using this technology on the ISAWIP project in Egypt,  and  are  thoroughly  familiar  with  the  operating  procedures.  SNC is  confident  this  technology  will  permit  an  efficient  cost  effective design  evaluation  and  construction  drawing  preparation  by  minimizing tedious  manual  alignment  and  quantity calculations  for  the  subsurface and surface drains.TTOGRAK AJO JdHDOOUDGY (ccnt'd)
2000 Ctata Collection (cxnt'd)
Field investigations will be co-crdirated with the surveys and will ojnsist of observations as to the general conditions of the drains, 
•^ed problers, the stability of szbankments and the ccnditicn and adequacy of access roads. Field observations will be referenced to the  survey  base  line  chainages  and  documented  by  photographs  as deemed appropriate.
2220 Aerial Photography
ccnjunticn with the above investigations, a thorough investigation of 
■^he existing open drainage system is considered necessary in order to determine  precisely  all  connections  and  interconnections,  relationship ^nd possible cross-ccnnecticns with the irrigation system and to define the drainage areas. Extensive use of the Angele Bolhamo and 1:50,000 national aerial photography will be made for this. in addition it is expected  that  considerable  cn-the-ground  investigations  will  also  be required.
The surveyed information and the significant observations will be shown SI~IC cn ccrputer generated plan-profile drawings (CAD) of the subsurface and surface drains, with cross-sections shewn cn separate sheets.
2310 Baseline Soil Survey and Analysis
It is understood that a soil survey ray be required for approximately
1300 Ha cn part of the project. This new information will be infrggrafrgri with  existing  baseline  data  cn  soils  in  order  to  dpremirg  the distribution of the following:
major soil types; i.e: texture, landscape position, moisture rajiTre, salinity; severity, kinds of salts, profile distribution, effect cn crops,
alkalinity; severity, amendments required, effects cn soil physical properties and crops,
. waterlogging; causes, water qiality, duration, impact cn different crops,
. land utilization; cropping patterns, rotations, productivity.7.0
7.2
Page: 7-10
Date:  88  07  22 Ref:
PROGRAM AND MEDCDOIDGY (edit'd)
2000 Data Oollecticn (edit'd)
Groundwater information  will be reviewed  to  establish  relationships arong  the above and  distinguish  problems caused  by  inproper irrigation, by groundwater and by the combination of both.
Once the soils data has been  collected  and  analysed  a technologically advanced  computerized  approach  will be used, complete with  data bases and  a geographic information  system (GIS) to  produce new soils maps. Base maps for the GIS systems would  be the currently  available, soils iriaps. Because this information  will be on  a computer data base the soils mapping  could  be updated  as new soils survey  and  monitoring information  becomes available. This approach  will enable a comprehensive review of the land reclamation process.
These maps would show:
Soils: Emphasize Series and Phases, complete with legend Salinity:         Emphasize soil salinity, sodicity and groundwater salinity.
Soil    Hydrological    Features:    Emphasis    on    soil    properties    related    to water management (infiltration, permeability, water retention).
Land     Suitability     for     Crops:     Emphasis     on     soil     suitability     for different crops, crop salt tolerance, productivity.
Tard Improvements: Emphasis on subsoiling and gypsum requirements.
2320 Drainage Pilot Program
The  following  action  plan  is  proposed  to  meet  the  objectives  of  the  New Drainage Pilot Program on the vertisoil on the project:
1.       To     determ     ne     the     relative     effectiveness     of     subsurface    drains installed      at      different      depths      and      spacings      for      control      of groundwater and salinity on the vertisoils.
2   To   provide   data   useful   for   development   of   criteria   for   design   of   a subsurface    drainage    system    which    will    result    in    improved    soil conditions   and   increased   crop   production   in   future   drainage   projects in the Amibara regions.
In   view   of   SNC's   past   experience   with   Pilot   project   monitoring   programs the following procedures are suggested:
sne7.0
7.2
Page: 7-11 Date: 88 07 22 Ref:
W3&K ITOGRAM AND MFTODDOLDGY (cont'd)
2000 Data Collection (cont'd)
1.       Monitoring    Frequency    -    Sites    should    be    monitored    annually    for    soil chemistry       and       seasonally       for       crop       yields.       All       other       site 1 Peasorements    should    be    twice    weekly.    (This    frequency    of    collection is reviewed quarterly and revised as appropriate).
2.     Data Entry - Sampling results are will be tabulated and entered on the        computer weekly, by project field personnel.
facilitate data checking evaluation for relevance and consistency. Field recording sheets should be reviewed to assure that all appropriate values are clearly recorded and the mitigating factors
(eg "well destroyed") can be noted.
3.     Data Requirements are:
a)   Soil Chemistry (annually)
b)  Soil Salinity (quarterly)
c)  Water Table Depth (twice weekly or weekly)
d)   Drain Discharge (weekly, using bucket and step watch)
e)   Drain Water Quality (twice weekly or weekly)
f)   Irrigation Water Quality (twice weekly or weekly)
g)   Irrigation Frequency/Quality (twice weekly or weekly)
h)  Yields (seasonally)
This will
snc
A    drainage    test    plot    will    be    installed    within    the    vertisoils    area    of    the project.      Site      selection      will      represent      less      previous      soils,      that      are affected       by       waterlogging       and       salinity.       Several       soil       reclamation procedures will also be tested on this plot.
SNC will exchange information  and  concepts with  Malka Warer Research Station  Scientists and  FAO personnel on  the project site. This free exchange of drainage design  and  reclamation  information  will aid  in design  of future drainage projects involving  vertisoils in  the Amibara region.»»• I 4U.M VH »
7.0
7.2
ITOCRAM AND MRHIDDOIDGY (cunt'd) 2000 Data Collection (cont'd)
Page: 7-12
Date:  88  07  22 Ref:
and       POysieal    conditions    will    be    characterized    prior    to information105^3^^3^^00’                    Drainage design will be based on this
A     report     describing     "The following information:
Drainage
Pilot Scheme" will summarize the
Site description
Pxe-dramage investigations
Drain design
Drain installation
Monitoring program
Micro soil sampling
Results and discussion
-    Water table depth
-    Lateral discharges
-    Collector discharges
-    Collector performance
-    Pre-drainage soil analysis
-    Crop pattern and intensity
-    Recommendations
Continued  data collection  and  analysis is required  from the existing nilot project, and  the new one to  fully  utilize the opportunity  provided by  the test plots for assessing  the impact of drain  depth  and  spacing  on soil salinity and crop yield.
SNC   recommends   the   followirg   program   be   established   for   the   existing   and proposed pilot drainage projects:
sncTill 1'Ml Hi ••’A Mwwwuwin
Page: 7-13
Date: 88 07 22 Ref:
7.0      VKJRK PROGRAM AND MEIHDDOIDGY (oont'd)
7.2      2000 Data Collection (ccnt'd)
Data collection should be extended to include at least one crop 
rotation.
-      Local staff should supervise and carry out the data collection.
-      Emphasis should be given to data collection which evaluate the
changes on soil salinity and crop yield in the pilot project.
A control area (undrained) should be established.
-      Effective maintenance and flushing of the installed drains should be
carried out prior to each crop season.
2400 Soil and Water Laboratory
An on site laboratory is required to monitor irrigation water quality,
changes in soil chemistry, and general progress with regard to soil
reclamation and environmental control measures. The existing on site
laboratory facility is not currently equipped to conduct this analysis. SRC
A component of this project involves, at WRDA's request, upgrading the
present facility to accommodate the necessary analytical procedures.
In  establishing  a laboratory  facility  to  support the project area, several parameters must be defined  first; number of samples to  be analysed, parameters to  be analysed  (analytes), methods of analysis, and the accuracy  and  precision  of analysis. These parameters affect the selection of instrumentation used in the facility.
The following  proposal is based  on  sample volume of 100  soil samples/month  for physical, salinity  and  fertility  analysis, 50  water
samples/month      for      irrigation/drainage      water      chemistry      and      20 
tissues/month  for major and  trace element components. The methodologies are based  on  procedures from the Canadian  Society  of Soil Science, United  States Department of Agriculture and  the American  Society  of Agronomy. These sources have a common  heritage in  the scientific literature, are well documented  and  have broad  acceptance in  the agriculture/agronany  community. The application  of these methods and techniques to  the Ethiopian  situation  can  only  be verified  by  direct comparison to the procedures currently accepted in Ethiopia.u 
u
7.0           W3RK PROGRAM AND MEnDDOTJDGY (cont'd)
Page: 7-14 Date: 88 07 22 Ref:
K
H
I I I I
7.2
2000 Data Collection (cont'd)
Hie commissioning of the laboratory will require a few months
to select and prepare equipment to install instrumentation, assure proper operation and calibration and then validation of numbers.
Once the physical plant of the facility and instrumentation are installed, training of staff in the preparation and methods can begin.
head-start
At   the   same   time   calibration   and   methods   validation   can   also   start.
Ulis    will    entail    the    development    of    a    quality    control/assurance program.   At   this   point,   standard   reference   materials   will   be   used   to validate  methods  and  develop  in-house  standards  which  are  to  be  used  for routine   analysis.   The   use   of   stardard   reference   materials   (SFM)   will   | also    provide    further    assurance    to    the    analysts    of    the    correct installation and calibration of instruments.
Once the analysts have established  statistical control of their methods and  procedure, then  actual samples may  be received  and  analysed  A possible option  for further development of the laboratory  is to computerize its operation. This may  not be required  in  the early  stages
of the project but would have several advantages:                                                    SflC Large numbers of samples can be catalogued.
. Data handling can be automated.
.    Software can be written to produce recommendations based on soil
analysis results.
.     Software can be revised to help the laboratory make the eventual
transition     from     orientation     towards     a     specific     project     -     to orientation towards the agricultural community generally.
. Analytical instruments can be directly linked with the Computer.
2410 Equipment and Material Requirements
The   laboratory   facility   will   be   composed   of   three   main   sections,   each having specific features with respect to physical plant and capability.
Preparation Section
Used for sample receiving, cataloguing, preparation and storage.
Requirement:
Soil   drying   -   forced   air   possibly   with   heater   to   accelerate   drying (must be thermostatically controlled).N
7.0
7.2
Page: 7-15
Date: 88 07 22 Ref:
PROGRAM AND METHODOLOGY (ccnt'd)
2000 Data Collection (cont'd)
finder “ bar or hammer mill (2 mm sieve) must be ventilated 
r  safety of operator and prevention of dust-contamization of
samples.
Drying oven - forced air - thermostatically controlled with 
oven-temperature shutoff for tissue drying.
Plant tissue mill - hammer mill - for tissue grinding.
Paper cutter for chopping bulk samples.
• Vacuum cleaner.
. Storage rocm for storing soil and plant tissue.
. Balance (range to 5000 gms) + .02%.
. Cold storage - refrigerator - storage of water samples.
A work order system will be appropriate for maintaining sample integrity SI~1C and for tracking sample-flow in the analytical facility. Careful design 
of the storage facility would allow for storing of laboratory 
consumables, field equipment and supplies.
Wet Chemistry and Physical Laboratory
This section  would  be used  to  prepare samples for analysis by extraction/filtration  techniques, acid  digestion  methods and  cleanup procedures. The physical testing  of soil would  be handled  in  this
portion of the facility. It should be equipped as follows:
Wet Chemistry:
Shakers
Auto dispenser for reagents
Filtration system for vacuum and gravity filtration 2 fume hoods, preferably suited to HCIO^ Analytical and top-loading balances
.
Oven-forced air
,; r             thermostatically controlled, with automatic
oven-temperature shut-offPage: 7-16 Date: 88 07 22 Ref:
7.0
PROGRAM AND MEIHDDOIDGY (ccnt'd)
2000 Data Collection (ccnt'd)
Muffler furnace - 1000°C
Miscellaneous glassware - flasks, beakers, test tubes
Digestion tube, digestion manifolds and heaters stirrer-hotplates
Reagent carboys
Hot and cold running water
Porcelain caucibles and metal racks to hold them
Funnels (cone and buchner) vacuum flasks and volumetric flasks
Physical lab:
. PSA cylinders - hydrometer, pipettes, glass dishes or metal cans for
moisture determination
Sieves and sieve shaker
snc
. Mixer (milkshake or equivalent)
. Plunger
.     Ceramic moisture tension plates
.     High pressure moisture chambers
Analytical lab
This section  of the laboratory  facility  has the highest level of sophistication  and  flexibility. A wide range of technologies are available. The instruments suggested  will provide for the short term analytical requirement and  the flexibility  for changing  or expanding  the use of the equipment and  provide the analysis with  the tools to  solve analytical problems not foreseen at the outset.
1.  Metal analysis
Atomic Absorption Spectrometer lamps
analytical standardsPage: 7-17 Date: 88 07 22 Ref:
PROGRAM AND MEHCOOIDGY (ant'd)
2000 Data Collection (cont'd)
autosanpler
RS232 - interface capable (ccnputer)
Analysis of metals (extracted or total)
- Flame photometry
analytical standards
autcmsanpler
RS232 interface (computer)
2.    Molecular and anionic species. Three options available.
-       Auto    Analyzer    -    rapid,    accurate,    precise    and    durable    -    3    or    4 channel would be adequate.
-       Flew   injection   -   quality   of   results   as   good   as   Auto   Analyzer   - specialized sample procedure required.
-           Ion       chromatograph       -       least       attractive       -       relatively       poor sensitivity    -    specialized    preparatory    methods    required    -    and    very sensitive to matrix problems.
3.       Total    C,    N,    S    analysis    -    Technology    exists    which    will    analyse accurately,      precisely      and      easily      these      elements,      using      equipment listed above.
Ancillary equipment
. Analytical and top loading balance
pH   and   EC   meters   -   dilutor(s)   -   magnetic   stirrers   -   hot   plates
. deionized water - hot and cold running water
Glassware
Peakers, flask - Erlenmeyer and volumetric
. Pipettes
. Bottles for storage of standards.
Fi^Ld/Laboratory Equipment
In  addition  to  the permanent laboratory, the following  equipment is needed  to  assist in  field  operations. This should  be established  as a mobile-lab to be used by the Soils, and Drainage Components. It shouldPage: 7-18 Date: 88 07 22 Ref:
7.0
7.2
FWGKAM AND METHDDOTOGY (cont'd)
2000 nata CV)1 lection (cont'd)
be installed at the outset to permit preliminary analysis prior to 
estab 1 ishing the permanent laboratory.
an BM-38 instrument to aid in salinity ground truthing
Portable pH meters - field kits and meters
Portable electrical conductivity meters - for analysis of water
Micrcwave ovens - two, for drying soil and crop samples
Equipment for monitoring crop yields (shears, thresher)
. Penetrometers, to determine compaction
Soil augers, shovels
Sample bags and bottles
Refrigerator
Distilled water containers or distilling apparatus
2420 Cost Estimates
At the initial stages we will prepare a listing  of equipment needed along  with  prices, suppliers, delivery  dates and  critical linkages (such as special power requirements.
2430 Procurement
Subject  to  WRDA's  and  approval  we  will  proceed  to  obtain  the  equipment listed above.
2440 Setup and Ccmnission Laboratory
We will assist WRDA in  assembling  and  testing  equipment and  in  making the lab  operational. This must be done as soon  as possible to  meet the needs of other project corponents.7.0
7.3
itoqwm AND MEnnOOJjOGY (ccnt'd) 3000 Project rnplonrotaticn
Page: 7-19 Date: 88 07 22 Ref:
The
iTe thodo 1 oq i qs
objective of
and develop
this comcapnpone      onent Unt is shown on _F_imgur ___e_7.4._ . 3100     Construction Methodology
this canponent is to establish construction > implementation schedules for drain 
The work breakdown structure for
For
drain construction methodologies.
indicate the trenchless plow method of d__L. 1 significantly faster than the trencher method.
ISAWIP project in Egypt SNC investigated various subsurface
Lindings SNC is proposing the use of trenchless plows for ADP I.
When  the project is started  SNC will analyse the construction methodology  for ADP I to  verify  the feasibility  of using  drainage plows in  Ethiopia. The following  paragraphs are a brief summary  of the trenchless plow method of subsurface drain installation.
3110 Methodology Canparison
There are two  main  methods of installing  subsurface drain  pipe: the trencher method  and  the trenchless plow method. The trencher method entails excavation  of an  open  ditch  with  a chain  or wheel trencher. The ditch  or trench  is dug  to  the correct depth  to  permit direct placement of the drain  pipe (with  or without an  envelope) on  the floor of the trench.
The trenchless plow method (also call "plow-in" method) creates a temoorarv cavity whereby the plow blade lifts a column of soil as it
forward This lifting action moves soil upward and outward around nlow blade. Drain tubing is fed in through a chute behind the plow
® P 4^ bottom of the cavity at the correct depth. Soil from the
top and sides of the cavity immediately falls back around the pipe as the plow moves forward.
Results of these investigations of drain installation is
. Considering these
...
The trenchless meti^ ha^i
becone increasingly cannon. The shift fran
by
^trnrenchAheTrBs ttoo trf^
cost.
installation           speed trenchless method.
Trenchless drainage installation
tubing systems.
Ihe
Ch i^fri^ting factors to reduce cost are higher
103
and lower equipment maintenance cost for the
has
,~~ame   a   practical   method   of   drain   pipe become
oTthe  wide  spread  use  of  corrugated  plastic of laser actuated automatic grade control
len?thsB B a S B K
AMIBARA DRAINAGE PROJECT I
WORK BREAKDOWN STRUCTURE
ELEMENT LEVEL
PROJECT IMPLEMENTATION
3000
CONSTRUCTION METHODOLOGY
3100
—   3110 METHODOLOGY COMPARISON
—   3120 INSTALLATION COST
DRAINAGE TUBING PLANT
3200
3210 SPECIFICATIONS AND COST ESTIMATE
— 3220 SUPPLIER IDENTIFICATION
— 3230 TENDERING
— 3240 INSPECTION 8 CERTIFICATION
— 3250 SITE PREPARATION
1— 3260 TRAINING
SUBSURFACE DRAINAGE CONSTRUCTION
3300
— 3310 REVIEW FINAL DESIGN
—  3320 REVIEW TENDER DOCUMENTS
—  3330 MATERIALS MONITORING
—  3340 DRAIN PERFORMANCE MONITORING
—  3350 IMPLEMENTATION SCHEDULES
— 3360 FINALIZE DRAWINGS 8 SPECIFICATIONS
—  3370 PREPARE TENDER DOCUMENTS
—  3380 TENDERING
OPEN DRAIN IMPROVEMENTS
3400
— 3410 COMPUTERIZED INVENTORY
—  3420 REVIEW PLANS AND SPECIFICATIONS
—  3430 TENDER AND PROJECT MANAGEMENT
I— 3440 WATER QUALITY MONITORING
LAND IMPROVEMENT
3500
— 3510 LAND IMPROVEMENT PROGRAMS
I— 3390 PROJECT MANAGEMENT AND ADVISORY SERVICES
FIGURE 7.4Page: 7-20 Date: 88 07 22 Ref:
7.0
7.3
PROGRAM AND METHDDOWGY (cart'd)
3000 Project Inplenentaticn (cart'd)
installation  through  a plow-in-tubing  chute. Laser-actuated  automatic grade control makes it possible to  control a buried  plcw blade to  permit accurate pipe placement at high installation speeds.
Trenchless installation  has gained  wide acceptance in  many  parts of the world. A trend  for contractors to  convert frcm trencher to  trenchless equipment has been  reported  in  the U.S.A, and  Canada Trenchless equipment is gaining  in  popularity  in  many  regions of the world  where subsurface drains are being installed
Trenchless methods are best suited  for installation  of small diameter drain  laterals; however, collectors as large as 300  mm in  diameter have been  plowed-in  in  the U.S.A. Graded  gravel filter envelope can  be installed  concurrent with  trenchless pipe installation. A drain  plow was used  to  install 100  mm diameter laterals with  a 10  cm thick  graded gravel envelope at a design  depth  of 2.1  metres (and  as deep  cis 2.7 metres) in Pakistan .
A   major   advantage   of   trenchless   equipment   is   the   increased   rate   of installation.   It   has   been   reported   that   drain   plow   installation   rates are  consistently  higher  than  trencher  installation  by  a  factor  of  up  to ten   times.   Installation   rates   of   up   to   2   to   3   times   as   fast   are reported for most conditions
A average installation  rate of 2,100  metres/day  over a two  year period for deep  trenchless installation  of laterals with  gravel envelope was achieved  in  Pakistan. The maximum installed  there in  one day  was 4,600 metres.
Under poor traction  conditions, the installation  rate of a plow can  be greatly  reduced. Proper plcw traction  design  is therefore important in order to achieve the reported installation rates.
Perilled  maintenance requirements are a major advantage of trenchless drain  equipment. Trenchers have many  moving  parts thus increasing  the likelihood  of failure of any  one carponent. Trenchless equipment has a minimum of moving  parts. Traction  is usually  provided  by  equipment adapted  frcm the heavy  construction  industry  and  is therefore well suited to heavy use in difficult working conditions.
It has been  reported  that machine availability  for the drain  plow at 94% compares to  machine availability  of the chain  trencher installing collector drains at 78%.
Trenchless  equipment  can  be  designed  to  permit  either  gravel  or  fabric drain envelope placement concurrent with the installation of the pipe.7.0
7.3
Page: 7-21
Date: 88 07 22 Ref:
PROGRAM AND MEMDDOIOGY (ccnt'd)
3000 Project Inplementaticn (ccnt'd)
Gravel envelopes require modified  equipment including  a wider tine and thus increase draught requirements. Fabric envelopes require no additional measures and  are therefore easier to  install with  trenchless equipment.
Because the soil immediately  falls back  after the plcw moves past direct visual inspection  of pipe installation  is impossible with  the trenchless plow. However, grade and  elevation  can  be adequately  monitored indirectly  by  observing  the movement of the tube feeder box. In Pakistan, a survey  rod  was fixed  to  the back  of the box  and  elevations recorded  at regular intervals to  inspect installation  work 
3120 Installation Cost
The capital cost of the equipment is higher than  corresponding  trencher equipment. The cost advantages of the trenchless plow are therefore dependent upon  the higher installation  rate and  the reduced  equipment maintenance costs. The higher capital costs are more than  offset by  the lower operating costs and higher rates of production.
5DC
Implementation of drainage and soil improvements constitutes the major component of the Project. The work to be carried out is divided into 
five distinct but interrelated elements:
. Construction Methodology
Procurement of Plastic Drainage Tubing Plant and Materials
Subsurface Drainage Construction
Open Drain Improvements
Each  of these elements, in  turn, will involve the performance of speci fic work  activities. Most of these activities are related  in  termg  of precedence and  interdependence so  that a high  level of project control and  coordination  will be required. The proposed  methodology  for executing  the drainage improvement work  is discussed  below. Initial assessment and  planning  is discussed  first. Then  follows a discussion on the individual elements and their constituent activities.
Initial Assessment and Planning
The drainage design  drawings and  aerial photographs, together with practical considerations regarding  access, crop  rotations, schedulingard inpiementation sequence requirements for the subsurface, and open7.0         W3RK
Page: 7-22 Date: 88 07 22 Ref:
PROGRAM AND MRTTDDOTDGY (exalt'd)
3000 Project Tnplempntaticn (cont'd)
drain   work,   will   form   the   basis   for   the   planning   of   the   overall   drainage improvement construction program.
The implementation  plan  to  be developed  will provide an  overall cutline and  schedule for preparation  of design  drawings and  construction  work  to be done for the project. The schedule will include identification  of main  drainage areas within  the project and  the inplementaticn  sequence for these areas. A detailed  work  plan  will be developed  for the fir^t area to  be worked  on. It is expected  that the first area will be on topped  areas that are shewing  plant stress and  reduced  yields due to salinity. Work  on  abandoned  lands will proceed  during  the growing season to reduce crop damage fron construction activity.
3200 Drainage Tubing Plant
The tubing  plant to  be procured  is to  produce corrugated  P7C drain tubing  for various diameters, up  to  300  mm for collector drains. SNC proposes to  investigate the cost effectiveness of using  a small tubing plant for the laterals, and  shipping  the larger diameter collector pipe from the ISAWIP plant in  Egypt. This may  be cost effective for the ADP I project, however, it will limit larger pipe production  for other projects.
sntz
Procurement     of     the     plant     and     the     JVC     materials     will     include     the following activities:
. Preparation of specifications and cost estimates.
Identification of suppliers.
.    Preparation    of    tender    documents    and    assistance    during    the    tendering process.
. Inspection of goods and issue of certificates for payment.
Assistance    in    developing    the    requirements    for    and    preparation    of    the plant buildings and site services.
Development     and     implementation     of     a     training     program     for     plant management and staff.
Ihese activities are discussed in more detail on the next page7.0
7.3
Page: 7-23
Date: 88 07 22
Ref:
***** HTiCTOM AND MEIKTOTOGY (cont'd)
3000     Project     Tuplanentaticn     (ccnt'd)
3210 Specifications and Cost Estimate
Specifications will be prepared  for the extruders, corrugator and  all other auxiliary  components required  for a fully  operational tubing plant, and  for the PVC raw materials. Cost estimates will also  be prepared  for this equipment. In  preparation  of this proposal SNC made preliminary  inquires to  manufacturers of corrugated  pipe manufacturing systems. The infornation  provided  included  JVC tooling  requirements for corrugated  and  smooth  walled  pipe, freight requirements and  delivery times and rcugh cost estimates.
3220 Supplier Identification
Other qualified  and  capable suppliers for the required  tubing  plant equipment and  raw naterials will be identified  and  a supplier list prepared  for review by  WRDA. It is anticipated  that North  American  and European suppliers will be identified for the tubing plant.
3230 Tendering
Procurement of the plant and  the PVC materials will be by  tenders from qualified  suppliers. Two  tender documents will be prepared. One terror- will be for the supply  and  commissioning  of the pipe plant ccnplete with perforators, coilers, handling  equipment for raw materials as well as finished  product, testing  and  quality  control equipment, all required equipment to  manufacture a full range of couplers, tees and  other fittings, as well as grinding  and  processing  equipment to  bardie defective and  rejected  pipe and  an  inventory  of spare parts for all equipment supplied.
The other tender will be for supply  and  delivery  to  the plant of the PVC material required  for the project. This tender will include a delivery schedule suited  to  the plant production  capacity  and  the rate at which pipe will be installed on the project.
The work  activities to  be carried  cut during  the terdering  process include the preparation  of tender documents, advertising, responding  to bidder's inquiries, preparing  and  issuing  tender addenda as required, receiving  and  opening  tenders, review and  analysis of bids, reconnendations for award and assistance with contract negotiations.
snc7.0
7.3
Page: 7-24
Date: 88 07 22 Ref:
ITOGRAM AND MEDIDDOIDGY (oont'd)
3000 Project Inplemontaticn (cont'd)
3240 Inspection and Certification
.. and materials, when received, will be inspected and certified and 
necessary suFP°^ting documents obtained. Inspections will be
carried out prior to shipment as well as in Ethiopia.
3250 Site Preparation
In  order to  ensure adequate facilities for the efficient utilization  of the pipe plant, the following  activities will be carried  out to  assist WREA:
• Specify the space and building requirements for the pipe plant and 
all ancillary equipment.
Specify  covered  and  open  storage and  stockpile areas required  for the PVC raw materials, the finished  pipe and  fittings and  the defective and rejected products.
Specify   the   space   and   building   requirements   for   product   testing   and quality control equipment and procedures.
Specify requirements for plant management and staff facilities.
Recommend    the    relative    locations    and    orientation    of    the    required buildings and areas in the space available.
Specify     site     services     required     to     supply     power,     water     and communications to the plant.
Recommend staffing levels for efficient operation of the plant.
Recommend    handling    and    transportation    equipment    requirements    to convey the tubing to field distribution points.
snc7.0
7.3
Page: 7-25
Date: 88 07 22
Ref: ITOGRAM AND NETHDDOLOGY (cont'd)
3000 Project Inplementaticn (cont'd)
more specialists in  the operation  and  maintenance (0  & M) of the plant who  would, under the supervision  of SNC, conduct the 0  & M training program for the plant staff. This would  include theoretical and practical aspects of how the equipment functions, the overall operation of the plant, regular preventative maintenance procedures and  schedules, troubleshooting  and  analysis of problems, routine repairs, special procedures, spare parts requirements and  so  on. Provision  of a comprehensive 0 & M manual would be included in the program.
The testing  and  quality  control portions of the training  program will include theoretical and  practical aspects of test methods and procedures, testing  frequencies and  schedules, and  recording  and reporting  procedures. It is recommended  that accepted  North  American and  European  standards be used. A detailed  Testing  and  Quality  Control Manual will be prepared  for this portion  of the training  program, which will include all relevant specifications and  standards as well as sairple forms for the recording  and  reporting  of test results and  relevant technical reference papers. The testing  and  quality  control equipment will be supplied under the main plant supply contract.
The training  program will include plant management and  inventory  con trol. It is recommended  that a computerized  data base management system be used  as an  effective management tool. Such  a system would  be used  to maintain  plant records of all types and  allow rapid  and  accurate retrieval of up-to-date information  on  items such  as amounts of materials used, amounts of production, amounts shipped, amounts defective, amounts in inventory, and so on, for any desired time period.
3300 Subsurface Drainage Design and Construction
The entire project area is in  need  of subsurface drainage to  lower and control the groundwater table, aid  in  land  reclamation  and  prevent the build-up  of salinity  in  the soil such  that agricultural production  can be increased.
The successful implementation  of subsurface drainage requires consideration  of many  factors. The specific activities to  be carried out as part- of this project element include the following:
Review final designs, construction drawings, and quantity and cost estimates;
Review technical specifications;
Finalize construction drawings and tender documents;7.0 
73
PR^AM AX) «IHCOOL£GY (ccnt'd)
3000 Project i^U^ETTtaticn (ant'd)
Pace: 7-26
[fete: SS 07 22
Ref:
Establish sy^te- to ncnitor perfcrrancs and effects of subsurface
dramas? after installation:
. Tender and T-^rd
'instruction S^?ervisicn
cf these activities is discussed in detail below.
3310 Review Firal Design
»^e   understand   frxu   the   briefing   and   site   visit   that   the   topography   new
available    will    have    contours    to    about    0.50    meter    intervals,    however,
these   nay   net   be   correct   due   to   recent   land   leveling.   SNC   believes   this
topographic   data   nay   be   adequate   for   pr^l   iminary   layouts,   but   probably 
net   for   final   design   in   the   flat   arpas   of   the   project.   Should   this   view
be   confirmed,   it   would   then   be   necessary   to   carry   out   a   topographic
survey   of   the   project   area.   We   have   therefore   assumed   that   this   will   be
required.    The    detailed    survey    in    conjunction    with    computer    software
SRIC
will    allow    preparation    of    topographic    plans    to    0.15    or    0.20    meter
contour   intervals.   These   plans   would   be   adequate   also   for   final   design 
drawings   and   the   precise   land   levelling   work   to   be   undertaken   under   the
soil izprovenent components of the ADP I project.
Final   designs   will   be   reviewed   based   on   the   preliminary   layouts,   the
detailed    topographic    base    plans,    the    procedures    and    criteria    in    the
final    report    and    particular    local    conditions    in    each    portion    of    the
project    area.    The    resident    engineers    will    visit    the    field    sites    with 
base   topographic   plans   in   hand   to   verify   the   correctness   of   the   plans
and     to     ensure     a     correct     interpretation     of     all     local     features     and 
conditions.
The    final    design    drawings    will    be    detailed    on    the    base    topographic
plane;,   showirq    locations,   depths,   elevations,   pipe   sizes    and   grades   for
party   'lateral   and   collector   as   well   as   details   for   manhole   outlets   and 
other    structures.    All    these    drawings    will    be    dene    by    computer    aided 
drafting methods.
Throughout the design phase feedback will be sought fran the chief
inspector on how designs can be inproved to result in a more efficient,
effective and reliable installed system. This feedback process will be
encouraged by requiring the responsible section engineer, early in the
project to spend several weeks on construction supervision duties.Page: 7-27 Date: 88 07 22
Ref:
7.0
7.3
VCRK PROGRAM AND METHODOLOGY (acnt'd) 3000 Project InplGsnentaticn (cont'd)
3320 Review
Tender Documents
Technical
specifications
for
installatio
n 
of
subsurface
dra
inage
materials
will    be    reviewed
by 
ccrparing 
the
m
against    proced
ures
ana
standards
accepted   and   used 
i   rrtern
ati   ona
1 
ly 
and
applicable   to 
Ethi
opian 
conditions
.
3330 Materials Monitoring
Plastic drainage tubing, fittings, and  appurtenances such  as outlets and manholes mast be stockpiled  in  sufficient quantities and  avai 1  able to the contractor as work  progresses. Their qua! ity  must also  be assured prior to  incorporation  in  the work. A system will be established  to ensure adequate stnckpilpg  of the various pipe sizes and  other materials needed  by  the contractor as the work  progresses, adequate rates of production  of the various pipe sizes and  other materials to  maintain stockpile inventories and  quality  control of the materials produced  and stockpiled.
snc
In  addition  to  the above the contractor will also  be made responsible for accepting  only  good  quality  materials for his use in  the work. It will be in  his own  interest to  do  so  as he will be required  to  make good any deficiencies in the completed works at his own expense.
3340 Drain Performance Monitoring
It will be inportant to monitor the effectiveness of the subsurface
drainage system. Monitoring should be done at two levels. First, the
effectiveness of the system in performing as designed to remove evcess
water and maintain the required water table levels needs to be
confirmed. Second, the effectiveness of the system in producing the
required results in terms of reduced salinity, improved soil, and 
increased crop yields should also be monitored.
Monitoring  systems and  equipment will be selected  as much  as possible to be compatible with  the other monitoring  equipment to  be used  on  the project.
With  regard  to  functional performance, most problens in  subsurface drainage systems occur within  the first few months of construction. An initial 12-month  monitoring  period  should  thus provide adequate to identi fy faults and errors and reccrrmend remedial action.i ■'                                                       MV» B
Page: 7-28
Date: 88 07 22
Ref:
7.0 W3RK PROGRAM AND MEIHDDOIDGY (cont'd)
7.3 3000 Project Diplementaticn (coit'd)
Water table levels should  be observed  on  a routine monthly  basis at observation  wells installed  in  a planned  fashion  throughout the project area. Sane observation  wells should  have automatic water level recorders mounted  to  provide a continuous record  of water table changes. Sone of the observation  wells should  be located  midway  between laterals and  monitored  daily  for a number of successive irrigation cycles.
If water tables are not at expected  levels, soil permeabilities should be checked  in  the problem arpa - if these are considerable lcwer than used  for design, sone additional laterals could  be installed. If soil permeabilities are adequate, then  inspection  holes must be excavated  to the drains to  determine if water is flowing  properly  and  to  locate blockages.
Additional confirmation  of proper system operation  should  be done by measuring  the discharges fron  selected  collector drains at manholes and/or outlets, for comparison  with  design  values, over a sequence of irrigation  cycles. Flews below expected  values would  indicate a defect to be located and corrected.
A     much     less     intense     long-term     monitoring     program     is     proposed     for implementation    after    the    initial    12-month    period.    It    may    prove    useful to    select    particular    areas    for    more    intense    monitoring    on    a    medium-    to long-term   basis   in   the   manner   of   test   plots,   to   supplement   the   data   from the designated test plots.
In  terms of monitoring  the effectiveness of the subsurface drainage system in  achieving  the objectives of increased  crop  yields and  inproved water management, the parameters that should  be measured  will include drain  water salinities, soil salinities, irrigation  water use and efficiencies, and  crop  yield  and  vigour. A less intensive but longer—term program will be recommended  for this aspect as it may  take a number of years for salts to  be leached  and  soil quality  to  be fully re-established.
Remote sensing  applications will be studied  as a possible means of monitoring  crop  vigor, particularly  to  identify  areas of reduced  crop vigor due to malfunctioning of the drainage system.
3350 Implementation Schedules
Implementation  schedules for construction  of the subsurface drainage works will have to  be developed  in  close coordination  with  the Melka Sadi and  Melka Warer state farms. The coordination  will limit crop damage to and facilitate rapid implementation of the project.Page: 7-29 Date: 88 07 22 Ref:
7.0           WJRK ITOGRAM AND MEnCOOLDGY (cont'd)
7.3          3000 Project nplaaaitaticn (ccnt'd)
For       a       particular       area,       the       open       drain       deepening       and       structures
irpvo\’ements should  be largely  carplete prior to  camencing  the subsurface drainage wcrk,  as the latter must have an  adequate cutlet for verwal of initial drainage water.  Also,  any  drain  outlet iiiproveaments
should  be ecnplete,  to  lower levels at the collector drain  cutlets.  In addition,  any  upgrading  of access roads for the large machinery  wst be
<XAidieted prior to their being able to access the fields.
Soil    irpvovsnent    work,    on    the    other    hand,    will    be    most    effective    if    it
fol lev’s the subsurface drainage work.  Leaching  water will drain  more readily  if drains are in  place,  subsoiling  will be more effective with  a
lcvier water table and land levelling would not be disturbed.
3360 Finalize Drawings and Specifications
To  facilitate a comprehensive tender package and  accurate as-tuilt drawings SNC proposes to  digitize the existing  design  drawings.  This
will    enable    more    rapid    changes    to    the    design;    and    a    uniform    style,    which 
will        facilitate         easier         interpretation        of        the        drawings.        Computer generated     as-built     drawings     will     also     be     easier     to     complete     when     the     SflC project is corplete.
Sene design  drawing  changes may  result in  a requirement to  alter the existing  specifications.  This task  will be completed  along  with completion of any deficiencies noted during the review stage.
3370 Prepare Tender Documents
As soon as possible, after award of this assignment, tender documents
will be prepared for a contract for the installation of the surface
subsurface drainage system by an international contractor. The
conditions and  provisions will reflect international practices and customs adapted  to  Ethiopian  conditions and  in  conformity  to  WREA requirements.
3380 Tendering
Assistance will be provided to WREA in the tendering process. This will include the following: the preparation of pre-bid information, identification and pre-qualification of contractors, preparation and publication of the call for tenders, responding to contractors'
questions durirq the tendering period, issuing addenda as required,Page: 7-30
Date: 88 07 22
Ref:
7.0           WCRK PROGRAM AND MEITODOTOGY (ccnt'd)
3000 Project Inplementaticn (oont'd)
evaluation       of       tenders       and       bid       analysis,       participation       in       contract
negotiations, and possibly other assistance as required. 3390 Project Management and Advisory Services
Canplete     supervision     of     construction     and     contract     administration     will     be
carried cut. This will involve the provision of the foilcaving services:
Verification      that      the      contractor      has      obtained      all      necessary      and 
required      bonding      and      insurance      and      meets      all      Ethiopian      legal
requirements     for     execution     of     the     contract.     Copies     of     all     relevant
documents will be obtained.
Review       and       monitor       the       contractor's       mobilization       and       start-up 
schedule.
Inspect and assess contractor's equipment, labour and materials.
.      Review      and      comment      on      contractor's      proposed      installation      procedures and operations.
.     Inspection     of     construction     quality     and     conformance     to     designs     and specifications.
Inspection       and       quality       control       testing       of       owner-supplied       and contractor-supplied materials.
Review,     checking     and     certification     of     progress     claims     and     making recommendations for payment.
.       Review       and       approval       of       modifications       in       plans,       layout       or construction methods.
Maintain      project      records      including      daily      progress      and      inspection reports, performance testing reports on ccmpleted work.
. Prepare as-constructed plans.
. Issue interim and final completion certificates.
The contractor will be responsible for the construction  layout of the installation.  His installation  will be checked  for line and  grade.  The Chief Inspector and  field  inspectors will check  each  collector and  every fifth  to  tenth  lateral for elevation  and  grade.  Each  connection  of lateral to collector will be inspected as the connection is made.7.0 VKRK FRXPAM AND MEIH3DOIDGY (ccnt'd)
7.3        3000 Project r^le^rrtatian (ccnt'd)
Tbe   contractor's   schedule   will   be   reviewed   and   monitored   closely   so   as to minimize the length of time that crop land is disturbed.
WRDA and  the State Farm agencies will be responsible for various activities related  to  the drainage work.  They  will require advice and assistance,  particularly  in  the coordination  and  scheduling  of these activities, in the following areas:
. design details and the acquisition of permits for crossings of
utilities, roads, irrigation canals and other developments;
. acquisition of construction rights-of-way;
. limiting crop and property damages due to construction;
. requirements for closure of irrigation system during construction;
development of an  operation  and  maintenance program far the subsurface drainage system,  including  a program to  inform farmers of the system and their participation in the program;
.   development   of   a   water   management   and   soil   conservation   program   that can    be    adapted    for    use    throughout    the    project    area    and    to    suit future developments.
3400 Open Drain Iirprovements
The project area is presently  drained  by  means of a network  of open drains.  At the field  level,  open  field  drains remove excess irrigation watp-r and  leaching  water fran  the fields.  Drainage water typically discharges fran the field drains into collector drains.
Improvements to  the open  drain  system are required  in  order to  provide ad^piate outlets for the subsurface field  drain  collectors which  are to be installed  as part of the project.  The main  surface drain  system will require various levels of inprovenent.  This work  involves deepening  the drains, plus installing new crossings and hydraulic structures.
The open drain improvement work will include carrying cut the following activities:
Preparation of a computerized inventory of the open drain data. Review plans and specifications. Supervision of construction of major works.
Page: 7-31 Date: 38 07 22 Ref:Page: 7-32
Date: 88 07 22
Ref:
7.0         WORK PROGRAM AND MEITODOTOGY (cont'd)
7.3         3000 Project Tnpleroentaticn (cont'd)
Assistance in establishing new flow and water quality monitoring 
stations.
Assessment of the potential for the re-use of drainage water in the
project.
Each of the these activities is discussed in detail belcw.
3410 Ccsrputerized Inventory
A     computer-based     inventory     will     be     prepared     summarizing     the     existing design     information     such     as     discharge,     hydraulic     roughness     (Manning's     n), and      excavation      quantity,      for      each      reach      of      cpen      drain.      Excavation quantities      can      be      easily      obtained      using      the      terrain      model      computer program    (EMXS)    and    the    existing    cross-sections    from    the    electronic    total station      surveying      system      software      and      data      handling      capabilities,      if gaps exist.
An appropriate combined data base management program will be used to — 
compile the inventory of data. This program can be used to manipulate
the data in many possible ways. The program will be used to develop 
construction schedules based on excavation quantities and machine output
rates, and to develop construction contract packages.
3420 Review of Plans and Specifications
This activity  will be the same as described  for subsurface drainage as discussed  in  3310  and  3320.  Implementation  in  schedules,  document preparation  and  tendering  for the surface drains will proceed concurrently with the subsurface activities discussed in 3350 to 3380.
Once the contract packages have been  reviewed,  the construction  drawings for the drains will be finalized.  These will consist of the plan-profile and  cross-section  drawings shewing  the existing  conditions and  the designed  improvement works,  with  added  notes and  details for structures, bridges, etc.
3430     Tender ing and Project Management
This      activity      will      also      proceed      in      conjunction      with      the      activities described in the subsurface drainage activity described in section 3390.Page: 7-33
Date: 88 07 22
Ref:
7.0        VCRK ITOGRAM AND MEDTOOUDGY (ant'd)
7.3       3000 Project Inplsneritaticn (ant'd)
3340 Water Quality Monitoring
Assistance will be provided in the area of the water quality monitoring network on the open drain system.
Assessment will be made, and corrective action specified and implemented for each of the following aspects:
. the requirement and location of monitoring stations, especially on 
the main drains;
. the reliability of each station in providing a reliable data record;
the frequency and practicability of the servicing and maintenance
requirements.
The stations should be able to make a continuous data record independent
of an external pcwer supply and operate for a period of at least one
month without servicing. Combination solar cell-storage battery systems
are being successfully used in Canada. 
SflC
r
r
i
sustained 
production 
of
the    soil    by 
improving    chemical    or    physical
problens
If discharge data is required,  the accuracy  and  constancy  of the stage-discharge relationships for each  station  will be reviewed  and,  if necessary,  verified  by  conducting  stream gaugings using  practices as accepted and used by the Water Survey of Canada.
Water quality  samples should  be obtained  at each  monitoring  station  site and  returned  to  the laboratory  for analysis.  These procedures were previously discussed under activity 2400.
3500 land Improvement
Soil reclamation  measures are designed  to  increase the level of
year.  The optimal approaches depend  on  soil characteristics (static), soil forming  processes (dynamic),  equipment and  amendments available, 
production  practices,  environmental effects,  economics,  and  time.  To 
ensure success these factors must be considered  independently  and 
by   means
other
than   normal
tillage.   These   may   be   a   one-time
operation, 
seasonal
over
a    period    of
years,    or    conducted    every    other
i
F
interactively.    Hence,    while    the    specific    tasks
described    belcw    are    the
responsibility      of      the      Soils      Improvement
Component,      considerable
integration with other project components is mandatory.
rPage: 7-34
7.0
Date: 88 07 22
Ref:
FTOGRAM AW WIHOOOIDGY (ccnt'd)
3000 Project iBplenentaticn (cant'd)
3510 Land Improvement Programs
Itiis       activity       will       review       information       about       the
soil
improvement
methods,      conduct      field      inspections      of      treated      lands, 
anal
yse
successes
and      problems      encountered,      and      make      recormendations
with
respect      to 
different     conditions     such     as     soil     type,     cropping     practic
es, 
dr
ainage     and 
irrigation practices.
Special items to be concerned with include:
Dpgal i ni zati m
.  leaching  requirements for rehabilitation  and  timing,  possibility  of
surface       flushing 
of
improvement, 
modifications, 
ferti
lizer
salts,       rate requireme
of
nts, 
soil
on-goin
g 
salinity 
cropping 
control
through leaching.
Subso
iling
snc
. 
equipment       used, 
soils
requiring 
treat
ment, 
depth 
of
penetration 
required,     optimum
soil
conditions
with 
respect
to 
moisture
content, 
timing  with  respect to  cropping  season,  duration  of benefits,  effect of subsequent tillage and  cropping  practices,  and  practices to  be avoided.
Gypsum Application (de-alkalinizaticn, if required)
equipment used  and  application  methods and  rates,  associated leaching  practices,  timing,  cropping  modifications,  additional treatments needed,  laboratory  and  sanpling  methods used  to  determine requirements, need for future applications.
land Planning
laser controlled equipment required and rates of production; field patterns; scheduling in relation to soil moisture content, cropping 
and other land improvement activities; concern for inferior subsurface soil layers; water supply and drainage systems; and soil hydrological properties.•" w» • i
»«RF
Page: 7-35
Date: 88 07 22 Ref:
7.0 W3RK PROGRAM AND MEHIDDOIDGY (ccnt'd)
7.4        4000 Special Services
This    conponent    will    provide    special    services    to    the
project, 
such 
as
water     and     land     reclamation     advice     and     training     services.     The     work breakdown structure is shewn on Figure 7.5.
4100 Water Management and Land Reclamation
4110 Water Management
Water management is a critical component of this project.  Irrigation water is obviously  required  for adequate crop  production.  Other water demands will involve domestic water use,  stock  watering  and environmental requirements such  as fisheries.  In  order to  gain  sane understanding  of local water use SNC proposes review of existing hydrology  studies.  This review will enable an  evaluation  of the effects of certain water use scenarios on the project.
If data, supplementary to that used for the hydrology study is
available, it will be used to update the hydrology study results. SNCSnC
also proposed to develcp a water balance model as an aid to— 
understanding water use on the project.
The purpose of the model will be to  aid  in  optimizing  the use of water throughout the system.  It will be structured  using  standard  building blocks or components to  represent the pertinent physical systems in addition  to  providing  for other special purpose components or constraints which  may  be added  at later stages.  Model components and physical processes will consist of:
. input-output format
.      hydraulic      characteristics      of      irrigation      canals,      drainage      channels, irrigation canal control structures, drainage pumpstations
. farm delivery
.     on-farm water use
.     other consumptive uses
. losses
. return flews
. inflows to and outflows from the system
The model will be programmed  to  similate water allocation  on  a continuous basis.  Model output will include details on  channel flows, in-channel storage, canal and drainage channel water levels,AMIBARA DRAINAGE PROJECT I WORK BREAKDOWN STRUCTURE
ELEMENT LEVEL
4000
SPECIAL SERVICES
4100
WATER MANAGEMENT AND
LAND RECLAMATION
4200
TRAINING
4300
PROJECT HOUSING CONSTRUCTION
----- 4110
WATER MANAGEMENT
----- 4120
WATER HARVESTING
------4130
REFORESTATION PLAN
----- 4210
TRAINING PLAN
---- -4220
PROGRAM IMPLEMENTATION
4230
PROGRESS EVALUATION
----- 4310
TENDER AND AWARD
----- 4320
PROJECT MANAGEMENT
FIGURE ’.5Page: 7-36
Date: 88 07 22
Ref:
7.0 W3RK PROGRAM AND MFHHDDOTOGY (cont'd)
7.4        4000 Special Services (cont'd)
simulation     period.     Useful     statistical     summaries     of     these     details     will also be provided.
The model will be set up  to  ensure flexibility  in  allowing  for planning of future water requirements and  enable analysis of alternative future scenarios such  as changes in  crop  rotations,  crop  water requirements, and  the rotational water delivery  system.  This flexibility  will be incorporated  into  the model to  allow for possible future planning conslderations.
In  addition,  the model will be capable of simulating  a wide range of operational policies used  for determining  the allocation  of water within the system.  This will involve specifying  priorities for various demands in  meeting  system flew conditions.  To  carry  out the simulation,  the model will attempt to  satisfy  all flew requirements where possible.  If this cannot be achieved,  then,  by  specifying  priorities with  the use of ’’penalty  values" assigned  to  zones representing  deviations fran  ideal conditions,  the model will depart fran  such  conditions.  In  this manner, a means of system optimization can be provided.
4120 Water Harvesting
The water harvesting  plant entails the collection  and  ponding  of surface runoff against the eastern  dyke and  drain.  The Alledeghi Plain  east of the project slopes toward  the Awash  River.  There is an  earthen  dyke located  along  the eastern  edge of the project which  will limit surface runoff fran  entering  the Awash  River.  The water harvesting  plan involves construction  of sone smaller dyked  enclosures designed  to  pond the surface water.  This water will then  be available for stock  watering and other farm uses.
SNC's water management engineer will investigate this concept and develop  workable solutions for construction  of these areas.  Existing hydrology  data will be used  to  determine average water volumes that could  be expected.  This information  will aid  in  design  of the ponded enclosures.  Other anticipated  problems such  as seepage,  local salinity areas and the possibility of contamination of the ponds will be checked.
4130 Reforestration Plan
Significant soil erosion  due to  surface runoff will occur on  land  that has been  deforested.  In  recognition  of this,  WRDA has requested  that the consultant investigate the feasibility  of re-establishing  tree growth in selected areas adjacent to the project.
This work  will involve determining  the most hardy  local tree variety, the effects upon  surface runoff and  possible reduction  in  soil erosion. Results of these efforts will be submitted to WRDA in a brief report.Page: 7-37
Date: 88 07 22
Ref
:
7.0 W3RK ITOGRAM AND METH3DOLDGY (cont'd)
7.4        4000 Special Services (cont'd)
Itie     report     will     outline     the     work     done     and 
explain 
any 
findings
. 
Recommendations regal’ding future action will also be detailed.
4200 Training
The activities in  the training  canponerrt of ADP I will all be focused  on the transfer of technology.  The WRDA professionals working  on  the project will be provided  an  opportunity  to  expand  their technological and managerial skills through:
. on-the-job training
. speciality, short-term course training
technical study tours and seminars, and 
secondment to similar institutions for practical assignments
4210 Training Plan
The details of the training  plan  will be developed  at the outset of the work  program and  will form an  integral part of the project.  The plan, however,  will be flexible to  accommodate specific needs as they  arise, tut will be structured  to  ensure the timely  training  of staff as required by the work program.
On-the-Job Training
On-the-Job  training  will be conducted  for all professional and  technical staff on  an  on-going  basis.  This will take a number of forms inclining lectures and  seminars,  field  demonstrations and  presentations.  These will be reinforced  by  procedure memoranda establishing  the routine for certain tasks, and the rationale for adopting the given procedures.
Short Courses
Funds will be budgeted  at the outset of the work  program to  accomodate the attendance of selected  WRDA professionals and  managers at short courses primarily  in  Canada or elsewhere.  Many  of the Canadian universities,  research  institutes and  private organizations offer speciality  courses that relate directly  to  land  drainage.  The international drainage course offered  at Macdonald  College through McGill International, in Montreal, for instance, has proven to be an•Ml-V < WW.IU
Page: 7-38
Date:  88  07  22 
Ref:
7.0 WORK PROGRAM AND MFmDDOTOGY (cont'd)
7.4         4000 Special Services (cont'd)
excellent     training     source.     The     course     offers     instruction     and     practical application of design and construction of a subsurface land drainage.
The Canadian  International Training  Institute for Water Resources offers technical and  management courses in  the irrigation,  drainage,  and  water resources sectors fran  its centre at the University  of Alberta.  The Institute will prepare and  present speciality  courses customized  to  suit
the needs of the class.  Instructors are drawn  frcrn  the staff at the academic ccmmunity,  government and  private industry  as required.  SNC is
a founding member of the Institute.
Speciality     training     is     offered     at     many     other     universities     and     institu
tions in  Canada.  For instance,  the Universities of Alberta, Saskatchewan  and  Brandon  offer exceptional courses in  the field  of agricultural extension.  The University  of Guelph  and  the Canada-Alberta agriculture research  centre in  Lethbridge have staff and  facilities available for specialized  training  on  soil improvement and  farm management.
The     short-term     courses     will     be     drawn     primarily     fran     those     Canadian     SI"IC resources.
Technical Study Tours and Seminars
Technical tours will be arranged  to  our ISAWIP project in  Mansoura, Egypt,  which  has conditions similar to  those in  this project,  including a drainage tubing  plant.  A variety  of technical solutions,  methodology and  approaches will be studied  on  the ISAWIP project site,  retail«  of the tours will be worked  out at the commencement of the project and reviewed annually. Eligibility will depend on project needs.
Seminars will also form a significant part of the training program. Two 
types of seminars will be held. One will be aimed at particular needs
and will be organized as required to meet those needs. The second will
be organized to capitalize on the availability of specialists on the ADP
I team and any other in-country specialists that will visit the project
area from time-to-time.
4220 Program Implementation
The program implementation  activity  includes the organizing  and arranging  for all components of the training  plan  including  travel, accommodation, registration and related matters.Page: 7-39
Date: 88 07 22
Ref:
7.0 W3RK PROGRAM AND METIDDOTOGY (corrt'd)
7.4         4000 Special Services (cont'd)
4230 Progress Evaluation
Progress of the training  plan  will be evaluated  in  terms of numbers of people,  specific training,  evaluation  from instructors and  general appraisals by our training specialists.
The    results    of    the    evaluations    will    be    reported    to    the    Resident    Engineer and also to the Project Manager.
Recommendation  for improvements in  the program will be formulated  from the ongoing  review and  evaluation.  The recommendation  will be reported to WREA.
4300 Project Housing Construction
It is our understanding that WRDA will use existing specifications for
construction of the project housing, and that tendering for the houses
may start prior to arrival of the consultant. A brief amount of time
will be required to become familiar with the plans and specifications 5DC
for the housing. After this the Resident Engineer will take over the
inpiementation of housing construction services for the element of the
project will be provided under the activities listed belcw:
4310 Tender and Award
4320 Project Management
The tender and  award  activity  is planned  in  the event the tendering process is not complete prior to  the consultant's arrival.  Services provided  under this activity  will be similar to  those described  under activity  3380.  Project management services will be similar to  those described in Activity 3390.pboceoe PlasdexQ process
MOhTREEL. QUEBEC
•=
iI
I I
[
I
8.0 W3RK ACTTVTTV SCHECULE
Page: 8-1 Date: 88 07 22 Ref:
TTie following is a list of Milestone dates:
Milestone
S^Xted616336 31X1 COntract negotiation
Team mobilized and fielded 
. Drainage construction
Tubing plant constructed
Start of field work on first area selected
-  start
-  complete
. Land Improvement
Equipment ordered
Treatment and applications - start
-  complete
. Project Completion
Date
November 1, 1988
January 1, 1989
January 1, 1990
January    1,    1990
October 1, 1991
April 1, 1989
July 1, 1990 
October 1, 1991
December 31, 1991
snc
8.1 Project Logic Network
Ihe     Project    logic     Network     is    shewn     in     Figure     8.1.     The     logic     is    based primarily       on       the       second       (element)       level       of       the       Work       Breakdown Structure.      However,      in      order      to      illustrate      an      overall      conceptual      flew of     work,     the     network     also     shows     some     important     third     (activity)     level, especially     where     they     link     to     other     project     components.     The     scope     of each    activity    is    defined    in    the    Activity    Sheets    in    Section    7.    The    logic network     will     be     updated     during     the     first     three     months     of     the     project. It    will    be    developed    into    a    time    based    CFM    logic    network    including    all activities, for use in project schedule control.Six      cxnrn»      i€ri<DOLOGT i iKHfnae
Installation Cost
15RB89—?3FEBfl9
innlirr Tdrnti firm inn
101JMC9—14JJW89
33201 Renew Tender Documents 01HW9—23APR89
Renew Plans and Soecs 01APR89—
jZMJWO—31)ttY91
\      |/vani TnJ<nnsenrrtc Itnlin anti Cert 1 HraMnn \
/ 11 joiAUG89—29DECB9
/
3340 drain Performance Monitoring \
1     129JIJM0—ilfttWl_____________/
\—UJ^MdtLJUMLPrnittt KwaarjZn_______ /344olxater Quality Honitorlna
\
J 'I 101MI89—30tfR90
/       | loiQCTBS—300CT91_____________ )
-|25CC _UC 'JPVOea | iKLBTQg
Land Iwrovement Prograw Completions
Q1JUL90—31OCT91Page: 8-2 Date: 88 07 22 Ref:
8.0        WORK ACTIVITY SCHEDULE (cont'd)
8.1        Project Logic Network (cart'd)
TLie    scope    and    interlinkages    of    all    activities    are
defined 
in 
Section 
7.0 
and are displayed on a time base in the bar- char-t schedule.
8.2 Bar Chart Schedule
The Bar Chart Schedule shewn  in  Figure 8.2  was derived  after time analyzing  the activity  network.  The Bar Chart Schedule was derived  ran SNC's micro based project planning system.OPEN PLAN REPORT: ETH PROJECT: L014
SNC CONSULTANTS EDMONTON AMIBARA DRAINAGE PROJECT 1
ACTIVITY BARCHART
PAGE: 1
REPORT DATE:21JUL88
TIME N0W:01N0V88
01 01 01          01 01 01 01            01 01        01 01 01
NOV DEC JAN FEB MAR APR MAYJUN JUL  AUG SEP OCT
88 88 89          89 89 89 89            89 89        89 89 89
01 01       01  01   01   01      01   01    01     01    01   01     01  01     01   01   01   01     01    01   01      01   01     01     01   01      (
NOV DEC JAN        FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
JAN
FEB
MAR
APR
NAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC J
ORIG
ACTIVITY DUR DESCRIPTION
89 89       90  90   90   90      90   90    90     90    90   90     90  90     91   91   91   91     91    91   91      91   91     91     91   91     S
V Tile Now       Illi                           1 1
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MANAGEMENT
1100                 1095 Liaison and Coordination 1200                   365 Project Planning
1300                  1095 Personnel Hanageient 1400                   946 Reporting
1500                  1035 Financial Control 1600                    730 Administration 1700                    328 Procureient
DATA COLLECTION EXISTING DATA
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC I I
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2120
59 Review Plans and Reports 59 Topographic Haps
2130                     28 Soils and Water Table Data
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14 Survey Control and Data Review SURVEYS
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2210                    181 Survey and Field Inspection 2220                    182 Aerial Photography
SOILS IMPROVEMENT
2310                    181 Baseline Soils Survey & Analysis 2320                   212 Drainage Pilot Plan
SOIL & HATER LABORATORY
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2410
2420
2430
2440
31 Equip. 1 Material Requirements 15 Cost Estimates
92 Procureient
46 Set up & Coiiission Laboratory
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PROJECT IMPLEMENTATION CONSTRUCTION METHODOLOGY
3110 44 Hethodology Comparison
I          I          XXXXXXX.          I          I          I          I          I          II!          Ill          III
3120
14 Installation Cost DRAINAGE TUBING PLANT
III
I           XXX           I
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II
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III           ]           I
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3210                   380 Specification and Cost 3220                     14 Supplier Identification 3230                   235 Tendering
3240                   151 Inspection and Certification 3250                     76 Site Preperation
I I XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX I | I
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BAR CHART KEY: A:Actual C:Critical P:In Progress
..-Float X.-Planned
All characters represent
7 time units.OPEN PLAN
S NC CONSULTANTS EDMONTON
PAGE: 2
REPORT: ETH
amibara DRAINAGE PROJECT 1
REPORT DATE:21JUL8;
PROJECT: LO14
ACTIVITY BARCHART
TIME NOW:OiNOV8E
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88 88 89
V Tile Now
01 01       01  01     01    01      01       01       01            01        01       01
01 01 01
01 01 01            01 01 01          01 01        01 01 01 01              01 01 01
FEB HAR APR        HAY
JUN JUL                 AUGFEB HAR APR SNEAPY JUN JUL AUGOSCETP OCT NOV DECNOJVANDEFCEBJAHNAR APR HAY JUN JUL
01 01 01 01 0
AUG SEP OCT NOV £
ORIG
DUR DESCRIPTION
89 89       89  89     89    89      89   89   89       89    89   90      90 90 90
90    90 90        90 90        90    90 90        91 91     91    91     91    91    91     91    91      91    91   9
ACTIVITY
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SUBSURFACE DRAINAGE CONSTRUCTION
3310
3320
3330
3340
3350
336u
3370
3380
3390
59 Review Final Design
59 Review Tender Docuaents 337 Materials Honitoring
337 Drain Perforaance Honitoring 214 Inpeientation Schedules
88 Finalize Drawings and Specs. 88 Prepare Tender Docuients
120 Tendering and Award
455 Project Hanageaent Services
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IIPage: 9-1
Date:   88   07   22 Ref:
MUTOS RFXJTTRFNFKTS
The     following     sections     describe     the     facilities,     services     and     equipment required to carry out the project.
9.1 Office Space
Requirements for office space have been  estimated  based  on  the number and  type of personnel working  in  the office.  The space required  is estimated as follows:
Office Area
Project Manager and Canadian Resident Engineer Reception and Administration
Project Team Professional Staff Drafting Area
General Staff Area
Meeting Rocm
Computer Roan
library
Survey and Field Equipment Storage Miscellaneous Storage
Area (m^)
30
20
150
25
20
20
15
15
10
10
315
snc
The office areas should  be serviced  with  water,  sanitary  sewer,  electric power,  telephone and  telex  connections.  Working  areas should  be well lighted  and  air conditioned.  The area should  be arranged  so  that an efficient floor plan layout can be achieved.Page: 9-2 Date: 88 07 22 Ref:
•° FACTITHES REQUIREMENTS (cont;d)
9
 •
2            Transportatier
/Hvestigated the transportation requirements for professional and 
and 
? onduct field work, surveys, inspections, investigations
v h1 tend. meetings. We concluded some two-wheel and four-wheel drive enicles will be needed for this. Also seme motorcycles will be needed 2T a^GSS tO areas without adequate roads. The list of vehicles to be
by WRDA, appears adequate to fulfill our estimated requirements.
A list of vehicles to be obtained by WRDA is:
Quantity
5
1
1
2
Vehicle
Station Wagon long wheel base 4x4 Station Wagon short wheel base 4x4 Pick-up  2X4  double cab 
Pick-up    4X4    double    cab 
2
Pick-up 4X4 single cab
2
Saloon car 2X2
2
Motor Cycles
9.3 Equipment
Office Equipment and Furniture
The    office    equipment    required    for    the    project    has    been    estimated    as follows:
Cuantity 
3 1 2 1 
2 
1 
Item
IBM Compatible 386 c/w allied hardware and software Full size plotter
PC 2 word processors Large photocopier Drafting Equipment    Sets
Print Machine'5-...
Page:  9-3
Date: 88 07 22 Ref:
9.0 FACILITIES REQUIREMENTS (oont;d)
9.3 Equipment. (ccnt'd)
Various types and quantities of miscellaneous equipment such as planimeters, stereoscopes, paper cutters and small items 
scissors will also be required.
Office furniture requirements have been estimated and are shewn on the following list:
Quantity
7
5
2 
5 
2 
1 
1 
Item
Desk, reference table and chair sets Desk and chair sets
Drafting table and chair sets Filing cabinets, 4-drawer Drawing file folders
Light table
Conference table and chairs
sne
Various types and quantities of miscellaneous office furniture such as shelving and cabinets will also be required.
Engineering and Scientific Equipment
The equipment required to conduct field surveys and investigations has 
been estimated as follows:
Survey and Investigations Equipment:
Quantity
2
2 1 1 2 1
Item
Electronic Total Station (ETS) survey systems Automatic levels
Theodolite transit
Stream gauging equipment set Auger hole permeability kits 35mm camera set‘A
W\\J. A. *.W
Page:  9-4
Date: 88 07 22 Ref:
9-°
9-3 
FACILITIES REQUIREMENTS (cont'd)
Equipment (cont'd)
In addition to the 
above, a
fiel
d soi
l
and water 
lab is requ
ired 
for 
rapid  evaluation  of
soil 
and 
water 
parameters 
independent 
ot 
rne 
services of the main
project 
soil
and 
w
ater lab. Th
e equipment 
required 
has been estimated as follows:
Audio-Visual Equipment
Audio-visual equipment would be useful for the training component of the project. The equipment required will include the following:
film projector and screen slide projector
overhead projectorPage: 9-5
Date: 88 07 22 Ref:
FACILITIES REQUIREMENTS (cont'd)
Equipment (ccnt'd)
A  detailed  list  of  equipment  requirements  will  be  developed,  in cooperation with appropriate WRDA staff, upon initiation of the project.
9.4    Materials
We have allowed for the usual supplies and materials necessary to carry 
out field and office work and operate the project office for the 
duration of the project. Such supplies and materials include office 
"applies, drafting supplies, print and drawing paper, survey supplies 
and the like.
9.5    Other Services and Facilities
Other services required for the execution of the project are normal services that include the following:
. telephone and telex services
. utilities services
. office maintenance
9.6    Implementation Plan
Office Space
It is our understanding that WRDA will provide furnished office space, free of charge to the consultant in Addis Ababa and on the Amibara site. We will work jointly with WRDA authorities to establish effective working office space in both areas. Any additional office requirements will be identified as soon as possible after the project is assigned.ACCTTCDATICN
WREA will provide accorrnodation with basic furniture for long-term sta 
in the project area. Long-term staff visiting Addis Ababa will be accommodated in guest housing or hotel accommodation. Short-term staff 
(up to 3 months) will reside in hotel accommodations or equivalent in Addis Ababa and in guest housing on site.
An estimate of housing requirements has been made based on the timing and duration of expatriate staff arrangements. The estimate for long term staff is as follows:
Project Year
No. of Housing Units
1
6
2
3
3 3
Three of the required units will be for married status staff with children, two units for married status without children and one unit for single status.
In addition to the above, there are about 4 short term staff and advisors. We estimate that two guest houses will be required for short term staff accommodation.
Hiring the site visit, SNC's representative investigated housing and accommodation  facilities.  The  three and  four  bedroom  housing  will provide  excellent  accommodation  for staff  members.  At  present  the recreational facilities consist of tennis and basket ball courts plus a small wading pool for children. Considering the project site is not near a major urban center, with associated recreation facilities, SNC will investigate the possibility of providing an additional facility for the benefit of the people living on the project site. Considering the amount of construction equipment and material on site, a cooperative effort, coordinated by SNC would result in a valuable addition to the existing recreation facilities.■. ■ ■ 1 ■ >
PROciDE Plandex® process
MONTREAL, QUEBEC■ W ’V> v. vi »•
Page: 11-1 Date:  88 07 22 Ref:
11.0 FKUECT MANAGEMENT SYSTEMS
H-1 Introduction
SNC has in place a well organized Project Control System, 
timely and accurate feedback on actual usage of resources for comparison to target objectives which have already been established. 
e
successful application of these systems has been demonstrated on complex projects, such as ISAWIP.
In keeping with the needs of ADP I, SNC will provide these management tools for use at site on micro computers. This will provide dedicated accessibility and portability for optimum utilization of these systems on the project.
The  outline  below  provides  aspects  of  procedural  guidelines  in  the proposed Project Control methodology for ADP I.
11.2 Work Breakdown Structure
For effective planning and control, a set of controllable activities 
have been defined within the elements of major program components of the Work Breakdown Structure as preposed for the ADP I project. Engineering activities are grouped and supplemented with commercial documents to 
form bid packages for procurement of either material or equipment or for the award of construction contracts. Subsequently, construction work 
packages are defined in general by combining an installation contract 
and equipment purchase orders, to facilitate the building of a physical entity of the project.
11.3 Coding Structure
The coding structure for ADP I will be based on the Work Breakdown Structure, the physical breakdown, and further detailing through a code of  accounts.  This  overall  coding  and  numbering  system  will  be established to WRDA's specific requirements.
It will permit an orderly classification and expeditious retrieval of 
the information for reporting. It is used to provide:
. 
pecording  professional services time charges
. 
Recording expenses
. 
Document coding
File numbering"1'in _
. IJ A3 J.I.
fU            »
Page:  11-3
Elate: 88 07 22 Pef:
11-0 PROJECT MANAGEMENT SYSTEMS (cant'd)
11-4 cost Control (cant'd)
contractor's  performance,  assist  in  processing  progress  payments  and assemble statistical dafa.
Cost Forecasting
Forecasts of all items included in the scope of the work, as detailed . in the project cost budget, will be updated on a continuous basis, using the latest information available, including quantity take offs, control estimates,  tender  check  estimates,  changes  of  scope,  bid  tabulations, contract  awards,  purchase  orders,  contractors'  claims,  cost  trends, anticipated claims, and field labour forecasts.
Cost engineering procedures will be used by the project team to proceed with the formulation of forecasts which are used in variance analysis.
There will be continuous ongoing communication with the project team in 
order to evaluate the best estimate to complete for a realistic monthly forecast on design, contracts, purchases, and contractors' probable SHC claims.
Change Control
SNC considers monitoring and control of changes, both in objectives and resources, as crucial in its management philosophy, and thus adherer to a formal and a disciplined procedure.
The types of change on the project may include:
.     scope changes;
.     environment changes due to  social, economic  and political forces;
.     design changes;
procurement changes  due to vendor  data, market  prices and supply vendor claims and extra work; 
'
construction  changes  due  to  new  soil  survey  data,  weather labour, equipment, materials, extra work and contractor' cl a i     '
Any of these changes can have an inpact on scope, quality, cost or schedule.
The main principles of change control are to:
identify potential changes in scope, quality, cost and schedule, early enough to allow control action.■MT JWL, nib
j,|-           ■!(     f))     U'| it Q CMW>-
Page: H 4
-
Date: 88 07 22 Ref:
U-0 PROJECT MANAGEMENT SYSTEMS (oorit'd)
U-4 Cost Control (cant'd)
. take action to maintain the project within budget and on schedule based on current scope, including authorized changes.
The steps in the process of change control are:
. establish the basis for change control by the normal project 
management steps—
- Signing a contract
- Preparing an execution plan
- Authorizing start of work
- Preparing detailed plans
- Executing the work.
. identify potential changes, including client requested scope 
changes, through a project wide alert system.
. assess the impact of the changes in quality, cost and schedule.
. prepare plans to maintain the project within the budget and schedule including the authorized scope changes.
obtain authorization from the client before proceeding with the changes.
enter the changes for implementation in the normal project manage ment process.
Our change control procedure will acccnplish this by the use of trend reports specifically designed to identify potential changes and give early warning of them. Further details are as follows:
anyone on the project team with knowledge of a change fills in a change order.
the change onier is transmitted to the Resident Engineer.
. inpact on quality, cost and schedule is assessed.
. an action plan is worked out.
the Resident Engineer issues a Change Notice, after the necessary approval by the Ethiopian Project Manager, authorizing the change and required action.fl l 'HI
•M ‘..ft       -H* V Hu ft M A R*»                    »« - »•*
Page:  11-5
Date: 88 07 22 Ref:
U-0 FKWECT MANAGEMENT SYSTEMS (ant'd)
11.4          Cost Control          (ant'd)
The  Project  Management  Information  system  will  record,  display  and communicate the change process and its inpact on project execution by means of:
. Trend reports and change order register.
. Scope change reports.
. Cost reports.
Cost Accounting
SNC will implement, update and assure the application and the accuracy of the project cost accounting report.
Cannitments
All commitments represent the total value of contracts, purchase orders, 
and change orders issued to date frcm the procurement personnel whether 
in the project office or site office.
All  commitments  will  be  recorded  according  to  the project cost mding and entered as they occur.
Invoices and Progress Claims
Suppliers,  subcontractors  and  subconsultants  will  be  instructed  to submit, the original and two ccpies of all invoices and progress claims directly to the site office for approval.
Payment Approval Slips will be initiated at site, attached to invoices, and  sent  directly  to  the  accounts  payable  department  for  further processing.
11.5
Schedule Monitoring System
Immediately  upon  contract  award  during  the  mobilization  period,  the planning engineer will define the control objectives. The various tasks performed at this stage will be as follows:Page:
Date: 
Ref:
11-6
88 07 22
11.0         PROTECT MANAGEMBfr SYSTEMS (oont'd)
11.5         Schedule Monitoring System (oont'd)
Front End Planning
Work Breakdown Structure as described in Section 11.2 Early Work Schedule
Initial project coordination and manpower allocation will be established based on this schedule. This schedule will be discontinued after the Project Master Schedule is approved.
Project Master Schedule
Following the mobilization period SNC will prepare the Project _ Master Schedule. This schedule will be based on milestones agreed 
to by SNC and WRDA. It will be a summary CFM network presented in 
bar chart- form and include all project activities. The Project 
Master Schedule will be backed up by a manpower histogram and a progress curve. Updating of this will be done on a monthly basis. 
Any subsequent changes to the Project Master Schedule will be 
pre-approved and documented to reflect changes to the original 
scope.
Detailed Scheduling
Detailed schedules will be developed for each of the major program components  based  on  the  Project  Master  Schedule.  These  schedules will be in CFM Network format and will be used to wn i tor and control  all  activities  of  the  project.  Networks  will  show  the planned sequence of events and activity durations as well as their interrelationships  and  dependencies.  These  schedules  will  be  used by SNC for detailed planning, critical path analysis and resource analysis.  The  total  number  of  activities  will  be  k^pt  to  a manageable level. Networks will be updated with actual progress and issued as required.
Annual Plans
For each of the project years we will prepare an Annual Plan for presentation to, and approval by WRDA. 
30 forPage:  H-7 Date:  88 07 22 Ref:
11.0        PROJECT MANAGEMFKr SYSTFMS (cant'd) 11.5        Schedule Monitoring System (cant'd)
Method and Tools
The  following  section  describes  hew  we  plan  to  control  the  various activities on ADP I
Engineering Interface
The  p^ident  Engineer  will  use  the  approved  schedules  to  provide  the responsible engineer with all the schedule dates for preparation of the following:
First Level Detailed List
-  List of engineering documents such as design criteria, technical specifications,   bid   evaluations,   construction   specifications, design/study  briefs  indicating  the  scheduled  termination  dates and corresponding manhours.
-  Flowsheets and    drawings    for bid documents, drawings for construction,     indicating  schedule termination dates corresponding manhours.
Second Level Summary
and
- All engineering work packages as defined by planning requirements and  indicating  number  of  documents,  the  corresponding  hours  to complete  design/drafting  work,  and  the  manpower  forecasted  to accomplish this work.
Third Level Summary•J*     ft 'l
J! R H III
u
Page: 11-8
Date: 88 07 22 Ref:
rooJECT MANAGEMENT SYSTEMS (oont'd)
Schedule Monitoring System (oont'd)
Procurement Interface
Purchase of materials, equipment and award of contracts will be 
monitored and controlled on the Procurement Data Control System. 
system traces the procurement activities from engineering release of bid package to delivery on site.
It  will be  the responsibility of the Assistant Resident to provide schedule dates to the procurement group on the following activities:
.  Request for quotation
•  Issue of purchase order
.  Issue of vendor drawings
.  Completion of fabrication
.  Receipt at site
Construction Interface
The  construction planning will be established  during the engineering phase of the project. The planning engineer, in collaboration with the project team will review the construction schedule and determine the best path of construction.
As  the  engineering and procurement phases of the work advance, the construction  logic  will  be  expanded  in  greater  detail  and  in  more specific relation with the defined control packages.
Schedule Update
All schedules will be updated on a regular basis. Updating of detailed schedule  includes  re-establishing  activities  durations  haeed  on  work accomplished, the latest available time estimates for the work remaining impacted by the current trended productivity rate.
The Project Master Schedule will be updated on a monthly basis and the detailed schedules on an as-needed basis. Modifications to the Project Masi-pr Schedule will only be made with the approval of WRDA.Page:      11-9
Date: 
Ref:
88 07 22
11.0       rWYTPCT MWAGFMWT SYSTEMS (oont'd)
11.5       Schedule Mmitorinq system (GOHt'd)
Schedule Analysis
There     are     several     methods     of     ana lyzing the Project Schedules. These
methods include:
Project Review Meeting
The most thorough method of schedule analysis is the project review meeting. The responsible engineer will review the various schedules with the Resident Engineer and the Ethiopian Project Manager. These reviews  will  include  all  critical  activities  on  the  project,  in terms of work oorpleted, work in progress and work remaining. All paths  with  negative  float  will  be  analyzed  and  reviewed  in  an attempt to reduce the negative float.
Action Meeting 
A  project  management  meeting  will  be  held  regularly,  usually monthly, to review the critical activities related to the Project Master  Schedule.  Proposed  remedial  actions  will  be  explored  to reduce the negative float. An action report, describing actions to be taken with intermediate target commitments, will be issued.
Project Progress Curves
Progress curves will be prepared and updated monthly, as part of the Monthly Progress Report. The primary purpose of the progress curve is to show actual performance versus planned performance. It is also used as a trend indicator.
11.6 Importing
SNC has developed micro Project Management Systems for the methodology of Cost and Schedule control as outlined in the Sections 11.4 and 11.5. Wje framework for design of these systems is the leading edge relational Lata base System 0 Base III. As a result all reporting information is neld in oaniucn data base file structures. This facilitates fl ay i hl e report  options  and  enables  SNC  to  meet  with  WRDA's  reporting requirements.FORK 6MB )2
proc^de Plasdex® process
MONTREAL. QUEBECQllAIJTY ASSURANCE
Di order to assure the quality of design, implementation, administration ai>d reporting for the project, SNC will provide for a quality audit of the  project  at  regular  intervals.  This  audit  will  take  place  at  two levels; the first being within the project team, the second with the Technical and Management Review Committee and Advisors.
Key  members  of  the  project  team  and  local  advisors  will  meet  on  a quarterly  basis  to  review  the  quality  of  work  performed,  prepare  a report  outlining  their  assessment  of  quality,  constraints  and recommended  action  and  resource  requirements  to  improve  areas  of concern.  These  reports  will be  transmitted  to  WRDA.  Items  of  major concern will be resolved with WRDA officials in Addis Ababa.
Management and Technical review meetings will be held at the site at strategic  periods  during  the  program.  These  periods  may  coincide  with major  project  milestones.  The  period  between  these  reviews  will  not exceed  one  year.  These  reviews  will  be  coordinated  by  the  joint management  unit  of  the  Ethiopian  Project  Manager  and  the  Canadian Resident Engineer. WRDA will be notified in advance of these meetings as  well  as  other  concerned  officials  of  the  Ethiopian  government  and African  Development  Fund  in order  that  they  may  participate  in  the review  process.  The  quality audit  will  include  all  technical disciplines  as  well  as  management  issues  including  contracts, procurement,  construction  management  and  supervision,  planning, administration and reports.
At the construction level, we will ensure that construction supervisors, inspectors  are  trained  in  specific  requirements  for  ADP  I  prior  to construction. This will include instruction by the Chief Inspector and Section  Engineers  in  quality  requirements  of  the  specifications, inspection and testing requirements, daily reporting procedures, testing laboratory procedures and interface with contractors.
Clear job descriptions will be prepared to define responsibilities and reporting  relationships  of  all  field  inspectors.  Monthly  reports  will include  a  section  on  quality  assurance  results  for  the  period  and comments on compliance by contractors.Page: 13-1
Date: 88 07 22 
Ref:
13.0 ADDITICNAL COMMENTS
We have no significant, constructive comments on the Terms of Reference 
of ADP I. The WRDA personnel should be complemented for their effort in providing  a  clear  and  comprehensive  set  of  documents  and  very informative briefing and site visit to Ethiopia. However, we would like 
to offer two suggestions for continued work after the project has been completed.  One  relates  to  future  adjustment  or  fine  tuning  of  the physical systems, and the other relates to monitoring and evaluating the effect of the project on the local people, as discussed in Section 5.3.
Follow Up
At the completion of the project, a comprehensive system will be in place  for  the  improvement  of  the  agricultural,  economic  and  social situation in the project area. The design and operation of this system 
in all its parts will have been largely conceived and implemented by WRDA officials. The success of the project will be in part due to the intimate knowledge of the project that the team will gain over the life 
of the project, not only during its technical mission, but also through interaction  with  the  people.  At  the  conclusion  of  the  project  a transition must take place where those responsible for the long term SHE operation of the project, must assume the role played both formally and informally  by  the  consultant.  In  many  instances,  a  lag  in  the assumption of these responsibilities results in a less than optimal output and a "falling back" at the conclusion of a project. Recognizing 
the possible problem, we recommend that a program be added to the project  for  provision  of  a  strategic  period  of  turnover  with  same members of the project team taking part, possibly on a part time basis, in cooperation with WRDA and the State Farm organizations (SFO). The 
(SFO) should start the process of preparation for the turnover well before  the  end  of  the  project  period.  The  SFO  officials  should cooperate with the project people, visit the site, become familiar with the project and become identified with it. After the conclusion of the project,  the  consultant  will  provide  input  for  fine  tuning  of  the physical systems and follow up as required.
(PH4E) Project Benefits Monitoring and Evaluation
A project of the scope of ADP I will have seme effect on many aspects of the area. The benefits are plentiful and obvious. However, in order to differentiate between project benefits and other positive area trends, a formal  benefits  monitoring  effort  is  suggested.  The  program  would rnmpare ADP I baseline date with future improvement measurements. The results would be invaluable in guiding the implementation and operation of  the project and as background for those charged with formulating other  similar  projects.  The  budget  for  PEME  is  frequently  3-4%  of project cost.

< <

Summery

Project Overview

Client: The People's Democratic Republic of Ethiopia, Water Resource Development Authority

Consultant: SNC Group (Canada)

Date: July 1988

Project Goal: Improve agricultural productivity through comprehensive drainage and water management solutions in the Amibara region of Ethiopia.

Key Components

Subsurface drainage system design and construction
Surface drain improvements
Plastic tubing plant construction
Soil improvement techniques
Irrigation system rehabilitation
Water management technology transfer

Proposed Methodology

The proposal outlines a two-volume approach:

Volume I: Technical methodology, project organization, and implementation plan
Volume II: Financial proposal and cost estimates

SNC's Relevant Experience

Project	Location	Relevance
Integrated Soil and Water Improvement Project (ISAWIP)	Egypt (Nile Delta)	70,000 feddan subsurface drainage, tubing plant construction
Sabana Yegua Irrigation	Dominican Republic	49,500 ha irrigation/drainage system
Babahoyo Irrigation	Ecuador	11,000 ha tropical irrigation system

Key Personnel

Name	Position	Key Qualifications
Neil van der Gugten	Resident Engineer	20 years experience, former Chief Drainage Engineer for ISAWIP
Maurice Boutros	Assistant Resident Engineer	25 years experience in Egyptian drainage projects
Leonard Leskiw	Soil Scientist	17 years international soil science experience

Innovative Technologies

Trenchless plows with laser grade control for subsurface drainage
Computer-assisted design and drafting (CADD) technology
Electronic total station surveys
Proposed training program with CIDA funding

Project Implementation

The proposal details comprehensive management systems including:

Work breakdown structure
Coding structure for project control
Schedule monitoring systems
Quality assurance procedures