The Provisional Military Government of Socialist Ethiopia Valleys Agricultural Development Authority Angelele-Bolhamo and Amibara Irrigation Expansion Project Re-appraisal and up-dating of previous feasibility studies Consultancy Contract Project no. 4505.032.2026 July 1981 Netherlands Engineering ConsultantsGOVERNMENT OF SOCIALIST ETHIOPIA VALLEYS AGRICULTURAL DEVELOPMENT AUTHORITY ANGELELE-BOLHAMO AND AMIBARA IRRIGATION EXPANSION PROJECT RE-APPRAISAL AND UPDATING OF FEASIBILITY STUDIES CONSULTANCY CONTRACT PROJECT NO. 4505.032.20.26 JULY 1981 Addis Ababa, Ethiopia2 CONTENTS 1. GENERAL 2. OBLIGATIONS OF THE CONSULTANT 3. OBLIGATIONS OF THE AUTHORITY 4. DETERMINATION OF PRICE, CURRENCY AND TERMS OF PAYMENT 5. CONCLUSION OF THE CONTRACT AND DATE ON WICH IT BECOMES OPERATIVE 6. NON PERFORMANCE OF THE CONTRACT 7. SETTLEMENT OF DISPUTES 8. PENALTIES 9. NOTIFICATION AND ADRESSES ANNEX 1 PRIVILEGES AND IMMUNITIES ANNEX 2 GENERAL PROVISIONS-STATEMENT OF ACCEPTANCE ANNEX 3 TERMS OF REFERENCE ANNEX 4 CONSULTANT'S PROPOSAL PAGE 6 7 9 10 12 13 14 15 163 Country National Authorizing Office Contract amount Lump Sum Estimate of reimbursable items Date of notification Consultancy contract project no. Finance Title Implementing Authority Consultant : ETHIOPIA : Ministry of Finance Dfl. 648,000.- Dfl. 93,000.- 4505.032.20.26 European Development Fund Angelele-Bolhamo and Amibara Irrigation Expansion Project: Re-appraisal and Updating of Feasibility Studies Valleys Agricultural Development Authority (VADA), Addis Ababa, Ethiopia NEDECO, Netherlands Engineering Consultants in association with DHV Consulting Engineers and Euroconsult, The NetherlandsCONSULTANCY CONTRACT5 CONSULTANCY CONTRACT BETWEEN The Government of Ethiopia represented by its implementing Authority, the Valleys Agricultural Development Authority, hereafter called "The Authority", AND NEDECO, Netherlands Engineering Consultants, represented by its Authorized Director, hereafter called "The Consultant" on the one hand on the other hand THE FOLLOWING HAS BEEN CONCLUDED AND AGREED6 1. GENERAL Article 1.1. - Summary of Aims and Scope of Work The purpose of this study is the re-appraisal and updating of existing feasibility studies with a view to: determine the water availability and ascertain the engineering and economic feasibility of developing a gross area of 9,775 ha in Amibara-Angelele and 14,230 ha in Bolhamo-Djilu in the Middle Awash Valley for agricultural development under perennial irrigation to prepare a revised report which may be submitted to any financing institution among which the European Development Fund (European Economic Community) The Authority entrusts the Consultant, who accepts, according to the following Special and General Provisions, to undertake in view of the Angelele-Bolhamo and Amibara Irrigation Expansion Project: a review of all existing data relevant to the irrigation develop ment of the project area supplemented with rapid spot checks in the field to verify basic field data the classification, evaluation and analysis of basic data including correction and updating the appraisal of development options as presented and elaborated in the existing feasibility studies supplemented with the identifica tion of general and specific alternative development options the formulation of a revised development plan including revised or additional preliminary designs, specifications, calculations and cost estimates the preparation of the revised, updated and adjusted feasibility report7 2. OBLIGATIONS OF THE CONSULTANT Article 2.1. - Specific Terms of Reference The Consultant shall undertake a re-appraisal and updating of existing feasibility reports on the irrigated agricultural development of the Angelele-Bolhamo and Amibara expansion project, in conformity with the attached Terms of Reference (annex III) and the proposal (annex IV). The reports cover the following main subjects: soils, water, agricultural resources and engineering. The purpose of the study is to determine the water availability and to ascertain the engineering and economic feasibility of the project area for agricultural development under perennial irrigation. The Consultants shall prepare a revised report that may be submitted to any financing institution. The updated report shall contain full and complete informa tion on all aspects of the proposed irrigation project. The Consultants shall review existing reports and plans and collect and evaluate available data. They shall investigate alternative options concerning: water availability and modification Koka releases low level outlet Koka dam flood mitigation water abstraction compensation reservoir irrigation and drainage agriculture organization and management The Consultants shall formulate alternative options and assess the relative merits and demerits of these options. The Consultants shall survey the level of the silt deposits in Lake Gelila and determine the silt build-up. This period of study and formulation of a revised irrigation development plan shall be concluded with the preparation of an interim report. Taking into account the views and comments of VADA, the Consultants shall: elaborate the revised plan and preliminary designs prepare cost estimates determine construction phasing revise and update the feasibility reports prepare an economic and financial appraisal of the project prepare recommendations pertaining to the project The period of elaboration shall be concluded with the preparation of a draft final report that shall be adjusted based on comments of VADA before final submission at the end of the project.8 Notwithstanding the foregoing, the Consultants shall look into those other sectors which may not have been included within the Terms of Reference and Proposal but which are pertinent to the achievement of the development objectives. Article 2.3. - Language The reports and documents produced under the Contract will be written in English. Article 2.4. - Report and Time Table An Interim Report will be submitted simultaneously to the Authority and the EEC Commission within 3 months of the start of the Contract. The report will present the findings on the data base, provide preli minary results of the updating and correction of basic data, formulate alternative development options and propose guidelines to be applied for the preparation of the Updated Feasibility Report. A Draft Final Report will be submitted simultaneously to the Authority and EEC Commission within 5 months of the start of the Contract. The report will be the Updated Feasibility Report in bankable form with a corrected and updated data base, a revised irrigation development plan including the technical and economic feasibility, the ecological impact, the institutional requirements, the cost estimate, the construction phasing and all other elements pertinent to the achievement of the development objective. The Final Report shall be submitted to the Authority and the EEC Com mission within one month following receipt of the Authority’s comments on the Draft Final Report. The Interim Report and the Draft Final Report will be presented in: 20 copies to the Authority 2 copies to the Commission 2 copies to the EEC Commission Delegate in Ethiopia The Final Report will be presented in: 25 copies to the Authority 5 copies to the Commission 5 copies to the EEC Commission Delegate in Ethiopia3. OBLIGATIONS OF THE AUTHORITY Article 3.1. - Support of the Authority to the Consultant The Authority will ensure that the Consultant receives every possible support for performing their Contract. In particular the Authority will: appoint a Liaison Officer, particulars of whom shall be notified at the time of approval of the Contract provide interpreters, as are mutually agreed, to accompany the Consultant ensure that entry visas are issued promptly to members of the project team take such measures as may be necessary to ensure the normal safety and security of the Consultant’s team members whilst travelling to and from and working in the Study area provide to the Consultant free of charge all available data, draw ings, reports and other materials relevant tot the Study provide approx. 80 sq.m, of office space for a period of two months in Addis Ababa for the use of the Consultant provide the use in Addis Ababa of photo-copying facilities by the Consultant (Consultant will supply paper) assist in the reservation of accommodation for the Consultant’s team when making visit:; to the project area and arrange for at least three four drive vehicles for field trips arrange for one survey boat and one speed boat to carry out the survey of the silt levels in Lake Gelila provide surveyors and levelling equipment for additional topograph ical surveys Article 3.2. - Approval of the Final Report by the Authority The Authority will notify their comments on the Draft Final Report within a time limit of one month after reception and give definite approval to the Final Report within one month of reception. Article 3.3. - The Authority responsible for implementing and directing performance of the Contract The Valleys Agricultural Development Authority of the Ethiopian Govern ment, represented by its General Manager, shall be the Authority for implementing and directing the performance of the Contract.10 4. DETERMINATION OF PRICE, CURRENCY AND TERMS OF PAYMENT Article 4.1. - Fixing of price The price of the present contract is based on a consolidated payment, not subject to revision, of: A. A lump sum amount of Dfl. 648,000.- B. Reimbursement of actual expenditures for: 1. Payment of local personnel. Estimate: 2. International air travel on the basis of Dfl. 5,000.— 3. 4. economy fares, a maximum of 10 kg private excess luggage and excess luggage for articles necessary to execute the project. Estimate: Dfl. 45,000.— Full board and lodging plus Dfl. 20.-/day for private expenditures during the period of stay in Ethiopia. Estimate: Dfl. 36,000.— J Board & lodging, VADA experts in Holland Total estimate of reimbursable items Grand total A + B (Seven hundred and fourty one thousand Dutch Guilders) The lump sum covers all expenditures necessary for execution of the studies and includes salss’iss, insurance, medical and pharmaceutical expenses, social charges, family and other allowances, general expenses risks and profits, costs of preparation, printing and forwarding of reports. Article 4.2. - Currency of the Contract The currency of the Contract shall be Dutch Guilders. Article 4.4. - Currency of the payment The currency of payment shall be Dutch Guilders. Article 4.5. - Terms of payment For the carrying out of the present contract, the payment of the amount due to the Consultant will be effected taking into account the stipu lations of the Articles 47 and 48 of the General Provisions under the following conditions: Dfl. 7,000.— Dfl. 93,000. Dfl. 741,000. r 20% 30% 40% 10% of the lump sum amount will be paid teamleader in Ethiopia of the lump sum amount will be paid Report two weeks after arrival of the on presentation of the Interim of the lump sum amount will be paid on presentation of the Draft Final Report of the lump sum amount will be paid after definitive approval of the Final Report by the Authority Reimbursable cost items: on submission of the relevant invoices.11 Article 4.6. - Tax exemption In respect of services rendered pursuant to the performance of this Contract, the Consultant and members of his staff not normally residents of Ethiopia shall be exempted from all taxes and other public charges levied in Ethiopia at the time of the conclusion, or during the imple mentation of the said contract. In case such levies or taxes are imposed, they will be refunded by the Contracting Authority. The expatriate staff under this Contract enjoy the privileges and immunities granted to technical assistance staff assigned to EEC Con tracts (see Annex No. 1). Article 4.7. - Bank Accounts Payments will be made by transfer to a Bank Account opened in the name of NEDECO, Bank Mees & Hope N.V., Herengracht 548, P.O. Box 293, 1000 AG Amsterdam (Account No. 250072009).12 5. CONCLUSION OF THE CONTRACT AND DATE ON WHICH IT BECOMES OPERATIVE Article 5.1. - Date on which Contract becomes operative The Contract shall become operative 30 (thirty) days after advice of notification by the National Authorizing Officer of the Ministry of Finance, Government of Ethiopia, not earlier than July 31, 1981. The letter of notification being approval and signature of the National Authorizing Officer and the Commission whichever is the later.13 6. NON PERFORMANCE OF THE CONTRACT Article 6.1. - Non-performance of Contract by Consultant The Consultant shall promptly notify the Authority in writing of any situation or of the occurrence of any event beyond the reasonable control of the Consultant which makes it impossible for the Consultant to carry out his obligations. Upon written acknowledgement of such a notification, within 5 days, the Authority will start investigating the existence of such a situation, and take all necessary measures to remedy it, if the Authority state that it exists. If such a situation occurs, the dates of presentation of the reports mentioned in Article 2.4. will be adjusted accordingly and will be subject to mutual deliberation. In case of disagreement between the parties as to the existence of such situation or eveht, the matter shall be submitted to arbitration in accordance with chapter III of the General Provisions.7. SETTLEMENT OF DISPUTES Article 7.1. Where any provision of the Contract is in conflict with the Proposal (Annex 4) then the Contract provision shall prevail.15 8. PENALTIES IN CASE OF DELAYED PRESENTATION OF REPORTS Article 8.1. A delayed presentation of the interim report, draft final report and final report (see art. 2.4.) will incur a penalty of 1/2000 of the price mentioned in article 4.1. sub A, for every day that the presentation exceeds the schedule detailed in article 2.4.16 9. NOTIFICATION AND ADDRESSES Article 9.1. - Addresses The National Authorizing : Office Head of Credit & Investment Department Ministry of Finance, and National Authorizing Officer The Provisional Military Government of Socialist Ethiopia P.O. Box 1905 ADDIS ABABA Ethiopia The Implementing Valleys Agricultural Development Authority Authority P.O. Box 5673 ADDIS ABABA The Consultant Ethiopia NEDECO P.O. Box 85 3800 AB AMERSFOORT The Netherlands The Commission The European Development Fund The Commission of the European Communities Directorate-General for Development-DG VIII Rue de la Loi 200 The Commission Delegate 1049 BRUSSELS Belgium Commission Delegate Ethiopia Delegation of the Commission of the European Communities P.O. Box 5570 ADDIS ABABA Ethiopia The Paying Agent The European Development Fund The Commission of the European Communities17 ANNEX 1 - PRIVILEGES AND IMMUNITIES OF THE CONSULTANT ANNEX 2 - GENERAL PROVISIONS - STATEMENT OF ACCEPTANCE ANNEX 3 - TERMS OF REFERENCE INCLUDING MAPS OF THE STUDY AREA ANNEX 4 - CONSULTANTS’ PROPOSAL Addis Ababa, Read and Accepted THE CONSULTANT Read and Accepted VALLEY AGRICULTURAL DEVELOPMENT AUTHORITY Endorsed Endorsed National Authorizing Officer Delegate of the Commission of the European CommunitiesANNEX 1 - PRIVILEGES AND IMMUNITIES OF THE CONSULTANT 1. Grant Consultants or experts and their sources and dependents necessary entry, exit and other relevant permits free. 2. Exempt Consultants or experts from taxation and related charges on salaries and emoluments paid to them from the European Development Fund. 3. Exempt Consultants or experts, their spouses and dependents from custom duties and other taxes on their durable furniture and personal effects imported by them for their exclusive use at the time of first taking up their post in Ethiopia or within six months after their arrival. The term personal effects shall include for each house hold one motor vehicle, one refrigerator, one deep freezer, one radio, one record player, one tape recorder, one television set, one set of photographic equipment. The above specified personal effects and those mentioned in 2nd Schedule B-22(l) in the customs tariff may be bought from the duty free shop in ADDIS ABABA free of customs duties and other taxes. If the personal effects imported or purchased at the duty free shop duty free are disposed of locally to persons other than those en joying similar exemptions, customs duties and all other taxes chargeable there on shall be paid in accordance with the laws and regulations in force in Ethiopia. However, the transfer of owner ship of vehicles to persons other than those enjoying similar exemptions will not apply to automobiles prohibited for importa tion by the Government of Ethiopia. 4. Exempt Consultants or experts from customs duties and other taxes when exporting the goods and effects mentioned in 3 above at the completion or termination of their services. 5. Exempt the Consultants or experts from registration requirements applying to their profession. 6. Exempt the Consulting Firms and individual Consultants hired by Consulting Firms from customs duties and related charges in respect of equipment imported into Ethiopia for the purpose of the services subject to export of the equipment upon completion of the services or payment of duty if the equipment is disposed of in Ethiopia.ANNEX GENERAL PROVISIONS - STATEMENT OF ACCEPTANCE NEDECO - Netherlands Engineering Consultants P.O. Box 85 4800 AB AMERSFOORT The Netherlands We hereby agree that the General Provisions for Consultancy Contracts referred to by the EEC as for the 4th EDF apply to this Contract with the Government of Ethiopia. Hans van Dijken Regional DirectorANNEX > - TERMS OF REFERENCE INCLINING MAPS OF THE STUDY .AREA THE PROVISIONAL MILITARY GOVERNMENT OF SOCIALIST ETHIOPIA VALLEYS AGRICULTURAL DEVELOPMENT AUTHORITY ANGLELE-BOLHAMO AND AMIBARA IRRIGATION EXPANSION PROJECT TERMS-QF-REFERENCE 1 - INTRODUCTION 1.1 The Provisional Military Government of Socialist Ethiopia has given priority in terms of intensive agricultural develop ment to the Awash Valley with its large, fertile and thinly populated areas. The Valley is accessable by rail and is traversed by the Addis Ababa - Awash - Aseb Highway. 1.2 The areas proposed for development consist of an irrigation project covering a gross area of 9 775 ha in Amibara and Ancelele and 14.230 ha in Bolhamo - Djilu Area. 1.3 The Project data are now ready for updating and final design, the full feasibility studies having been completed in 1970 and 1975 respectively. The first task is the reappraisal and updating of the feasibility studies which are comprehensive documents dealing with soils, water, agricultural resources as well as engineering and summarized in two main Reports. These should form the basis for the Updated Feasibility Report. 1.4 The task is to be carried out by Consultants over a period of months. The Valleys Agricultural Development Authority (VADA) as the Feasibility Study, and the relevant contractual arrangements will be made between the Consultants and the Authority. Objectives The purpose of updating this irrigation development project is to : a) determine the water availability and ascertain the engineering and economic feasibility of developing a gross area of 9 775 in Amibara - Angelele and 14 230 ha in Bolhamo - Djilu for agricultural development under perennial irrigation.b) prepare a revised report which may be submitted to any financing institution among which is the European Development Fund (European Economic Community). 2 - SCOPE OF CONSULTING SERVICES 2.1 The updated report shall contain full and complete inform ation on all aspects of the proposed irrigation project. The revised report should cover but should not be necessarily limited to the following : 2.2 GENERAL 2.2.1 The Angelele - Bolhamo Project as an integral part of the middle and overall valley development. 2.3 ENGINEERING 2.3.1 The Consultant is to re-appraise all the engineering inputs required and indicated in the Angelele - Bolhamo & Amibara Feasibility Reports of 1970 and 1975, with additional investi gations and proposals to be made on items listed below. Water Availability & Modifications of Koka Releases 2.3.2 The proposed project area is to be supplied with irrigation water from the Awash River. The only major existing storage on the river is Lake Gelila, formed by Koka Dam, upstream of all potential large scale irrigation development. The dam is operated by the Ethiopian Electric Light and Power Authority (EELPA) for hydroelectric generation at three stations : Awash I at the dam and Awash II and III on the river just down-stream of Wonji. Water supply for irrigation mainly depends on releases from this storage supplemented by inflows from unregulated intermediate tributaries. 2.3.3 A recent study conducted by Valleys Agricultural Development Authority (IRRIGATION WATER AVAILABILITY IN THE AWASH RIVER BASIN - 1979) with respect to the present and future irrigation water demands, calls for the modifications of monthly Koka releases bearing in mind the interests of power production from the Awash group of power plants and the long-term safe regulated output of the storage.3 2.3.4 On this basis an understanding has been reached between VADA and EELPA to work out yearly and monthly release programs that will fit the energy and irrigation requirements. 2.3.5 In order to provide a sound base for such an agreement the Consultant is required to : make an overall reappraisal of existing hydrological studies; revise all previous water availability studies to determine the order and timing of peak and minimum river flows relevant to the Middle Awash Area. Low Level Outlet 2.3.6 At present, releases from Koka Dam can only be made by way of power penstock outlets, or at high reservoir levels over the spillway crests. The existing low level sluice outlet cannot be used safely without the provision of a trash rack to protect against logs jamming the outlet tunnel and associated works and a proper release valve to provide accurate control of discharges. 2.3.7 The low level outlet is essential for two reasons : to utilize the active storage of the reservoir for irrigation, once the water level has dropped below the take level of the power penstocks; to ensure uninterrupted releases of water if the Koka power penstock mechanisms either breakdown or are closed for maintenance purposes. 2.3.8 The Consultant is to carefully assess the situation and make recommendations on the feasibility of remodelling the existing outlet or the installation of a new facility on the dam for this purpose. The recommendation should include pre liminary design and cost estimates in a form suitable for final review prior to implementation. Flood Mitigation 2.3.9 Optimum utilization of Koka storage for power and irrigation demands can only be achieved when restrictions on spillway discharges are eased. The present flood release •••/•••4 practice requires a much earlier timing of pre-release of stored water in anticipation of wet season inflow; consequently the danger of not filling the storage to a desired level during a below-average wet season inflow becomes a distinct possibility. Although the maximum design flood outflow is 1200 cumecs, it has been indicated in previous studies that it feasible, flood pro tection works in the Wonji area should be provided to cater for a flood of up to 850 cumecs. This will greatly facilitate the annual operation of Koka, particularly for maximum utilization by irrigation interests. 2.3.10 Bearing this in mind, the consultant is to investigate the overall impact of this mode of flood flow in the Upper and Middle Valleys and propose the most plausible flood protection works required to protect existing and future developments forseen in these areas. Water Abstraction 2.3.11 Principal irrigation works required to supply all suit able lands are to be relappraised. The Feasibility Study re commended the use of diesel driven pumps to supply the Angelele, Bolhamo and Djilu areas. In the light of the escalating fuel costs since the study, the Consultant is to re-examine this re commendation and propose other alternative ways of water abstraction. This analysis will consider the economics of installation, operation, maintenance and replacement of the various works and recommend the most appropriate system. Reservoir Siltation 2.3.12 The effect of silt deposit on available reservoir volume and consequently on long-term water availability both for irrigation and energy production.is to be investigated. 2.3.13 The Consultant is to review existing data and the silt deposit survey conducted by VADA and recommended ways and means of monitoring the silt build-up as it affects long-term water availability downstream of the lake. •••/...5 Cost Estimate & Construction Phasing 2.3.14 Each implementation phase proposed should be determined and evaluated, i.e. the financial and economic internal rate of return should be estimated for each implementation phase. Con struction schedules must be revised in detail and the basis for estimates, quantities, unit price must be given and compared with currently experienced costs. Year-by-year expenditure schedules, including investment and operation and maintenance expenditures should be shown. Cost estimates have to be up dated for all the various proposals considered and annual operation and maintenance and repayment costs for all works. 2.4 AGRICULTURE 2.4.1 Appraisal of recommended crops and cropping patterns for each implementation phase and over the project life, including livestock production. 2.4.2 Assessment of effects of the project on ecological balance. 2.4.3 Anticipated yields, value of crops and crop production costs. Intermediate uses of the area before total project implementation should be considered as part of "without project" analysis; crop returns both gross and net attributed to the project. 2.4.4 Typical farm budgets related to existing and anticipated average holdings, whether State Farms or Settlement schemes including capital costs, operating costs, net farm income and the net value of water. 2.4.5 Agricultural practices proposed and all inputs other than water; i.e. seeds, fertilizers, pesticides, mechanization, extension services, credit etc., 2.4.6 Markets for future production including internal and export markets, processing industries, storage facilities. 2.4.7 Cooperatives, their need, their possible role, their organization and operation. • • • /...6 2.4.8 Agricultural research facilities established and extension services existing at country level and proposed for the project. 2.5 ECONOMIC AND FINANCIAL ASPECTS 2.5.1 Benefits both direct and indirect resulting from project development. Profitability analysis at the farm level to assess when and to what extent project charges can be met on the basis of satisfactory farm incomes. 2.5.2 For settlement schemes; typical farm budgets. For state farm; typical budget for optimum size farms. 2.5.3 Assessment of the financial return on public investment to the project authority. Assessment of alternative ways of development including a recommendation for the optimum state farm and settlement mix taking into account the socio-economic conditions prevailing in the area. 2.5.4 Project repayment schedule showing interest payments, capital repayments and capital balances over the required period. 2.5.5 Financial evaluation at the Central Government level; the national budgetary implications of the project; computation of the financial and economic rates of return at domestic market and international prices. 2.5.6 Project's net contribution to foreign exchange earnings or savings. 2.5.7 Project's impact on employment situation, professional skilled, unskilled, settlers. 2.6 ORGANIZATION AND MANAGEMENT 2.6.1 Institutional arrangements for project implementation; government representation; administrative, legal and financial status of project implementing agency. • • • /...7 2.6.2 Water rights - administration - legislation. 2.6.3 Organization and management of state farms and settlement schemes in collaboration with other Government Agencies; credit, marketing, extension, cooperatives. 2.6.4 Measures to ensure the timely implementation of ancillary works and services, health, education, agricultural research, communications. 2.6.5 Collection of repayments and charges from water users. Assessment of present availabilities of various categories of staff and estimates of requirements. 2.6.6 Staffing problems and possible management contract for project operation and maintenance, including training of Ethiopian personnel on the project. 2.6.7 Procurement and administration. 2.6.8 Administrative amenities alternatives for rural layouts future town and village sites, roads, airstrip(s), electricity, water supply, schools hospitals etc.,REFERENCES 1. Sir William Halcrow & Partners - Angelele & Bolhamo Feasibility Study Report ( 1975) 2. Italconsult 3. I.R. Meacham 4. VADA 5. G.H. Swaloz 6. D.J. Dole Feasibility Study - Melka Sadi - Amibara UNDP/SF-ETH 25 - Informal Technical Report No. 11 (Water Availability) 1972 Irrigation Water Availability in the Awash River Basin - 1979 UNDP/FAO/ETH 72/006 - Informal Technical Report No. 21 (Engineering in the Awash Valley - Investigation Management) - 1974 UNDP/SF - ETH 25 - Informal Technical Report No. 5 (Engineering Investigations and Operations) - 1972LOCATION OF PROJECT AREA (1980) (Amibaro Extension Bolhamo-Dijilu, Angelele) / 'X < X. 2000m 02000 4000 SCALE Fig - IAdiiAbebo iDeb re Sa Nazoret TIB IL A AW ORA, MELKA g MELKA Irrigation Project ------- Main Roa rd o L 10 L 30 100ET_ OO kit*/ .x/t WC-------------------------------- Ref II 17 66 Military (tovcmmcnl i»l SejcialiM Ethiopia TelJ 12 79 96 XA.A ArtH ____ fgf_______ Rb . .. i* 4 x <: < a -r •> ArfJis AbabZJ._J^1U981 TELEX 21134 r* /- a -i ■» t^rkuhwal IXvcIo^hi —lAetWrity Gentlemen: The Government to Socialist Ethiopia through its executing agency the Valleys Agricultural Development Authority (VADA) will very shortly be embarking on the implementation of the Irrigated Agricultural Development of the Angelele, Bolhamo and Amibara Extension Areas in the Middle Awash Valley of Ethiopia, The feasibility studies of the proposed project were completed in 1970 and 1975, The government now requires the services of a Consulting Firm to re-appraise and update these feasibility studies in a form suit able for final design and submission to any financing institution among which is the European Development Fund (European Economic Community). Terms of Reference of the works and services required in this re-appraisal phase are attached herewith and should be considered as a working base subject to completion by you following your findings when visiting the site. The cost of the study involved will be borne by the EEC. We are pleased to inform you that your firm is one of the five potential candidate firms selected to undertake the study. If you are interested and in a position to carry out the works, you are invited by this letter to submit a proposal inclusive of financial terms and together with a draft of Memorandum of Agreement to form the basis for negotiations and ultimately for a contract agreement between your firm and the Valleys Agricultural Development Authority. In submitting your proposal, it is expected that you will have investi gated all aspects relevant to the proposed contract and accordingly we suggest that you send a representative to Ethiopia to look into the existing feasibility study reports and site conditions in order to be able to formulate as intensively as possible the works and services to be rendered. It should be clearly understood, however, that the costs of any such visits will not be reimbursed. In addition your offer should include : - A statement of work, services and specifications prepared in the light of the project information. The statement should be set out in as detailed and as comprehensive a manner as possible. This document will form part of the Contract. . . • /...2 A statement of your firms general and specific experience in the same field(s) of work as contemplated under the proposed contract. Cost details, payment schedule and particularly man-month rates for each of the experts in the team. A "Critical Path Network" of the proposed contract activities. A "Bar Chart" for the scheduling of the personnel services. Curriculum Vitae of each expert to be assigned to this study. We would be grateful to receive a cable acknowledging receipt of this invitation and confirming your intention to submit a proposal. Your proposal (5 copies) should reach our Addis Ababa Office not later than March 21/1981. Please deliver one copy of your proposal to EEC - Addis Ababa and two copies to EEC - Brussels. Enc. Terms of Re: Nedeco Javastraat 48 Den Haag P.O. Box 80508 NETHERLAND cc EEC Delegate P.O.Box 5570 Addis Ababa Development Projects Study Agency P.O.Box 3433 Addis AbabaANNEX 4 - CONSULTANTS’ PROPOSAL The Provisional Military Government of Socialist Ethiopia Valleys Agricultural Development Authority Angelele-Bolhamo and Amibara Irrigation Expansion Project Re-appraisal and up-dating of previous feasibility studies Proposal for Consulting Services March 1981 Netherlands Engineering Consultants78.078/4L Netherlands Engineering Consultants The General Manager Valleys Agricultural Development Authority P.O. Box 5673 Addis Ababa Ethiopia DHV Consulting Engineers P.O. Box 85 3800 AB Amerrfoort - The Netherlands Lean 1914, no 35 Telephone (33) 68 91 11 Telex 79348 dhv nl Cables dehave March 12, 1981 Our ref.: HvDij/IMei/BL-671 File no.: 9.2253.56.02 Subject : Anglele - Bolhamo and Amibara Irrigation Expansion Project Dear Sir, With reference to your invitation document of January 23, 1981 we have the honour to submit to you herewith 5 copies of the proposal for consulting services concerning the Anglele-Bolhamo and Amibara Irrigation Expansion Project. For these studies NEDECO has formed an association with her mem ber firms DHV Consulting Engineers and Euroconsult while the Delft Hydraulics Laboratory will provide expert assistance to ensure the rapid and accurate execution of the silt survey in Lake Gelila. NEDECO will assume full responsibility for the proper execution of the studies and has appointed DHV as leading partner. In the preparation of our offer we have taken into consideration the Terms of Reference and related background papers, the site conditions and all additional information obtained and collected during a site visit to Ethiopia from February 17-24, 1981. -2- Technical and economic feasibility studies, surveys, design, tendering, training, supervision and project managementOur proposal contains all elements as indicated in your invi tation letter inclusive of financial terms and a draft memo randum of agreement. According to the proposed work programme the Updated Feasibility Report will be submitted in draft within six months after the notification of the contract. We like to emphasize our availability for discussion of any detail of our offer and for providing additional information. We sincerely hope that we shall shortly have the pleasure of com mencing this most interesting assignment should you wish to accept our proposal. Yours faithfully, "NEDECO" Netherlands Engineering Consultants H. van Dijken Regional DirectorETHIOPIA Awash ^Uey Irrigation, Ethiopia file 9-2253-56-02 March 19814> CO bO t—> WWWWWWWIOWWWWWUJUJU) CO CO Co CO-JO\in^'^4>4>WN)HHH»»—•>—*»—* ►—*»—* N) K) |O N) N) N> N) --J O'x Cn CO K> t— 1 W N) H -vj O\ Ui J> CO M »-* 2 CONTENTS 1. INTRODUCTION PAGE 4 2. UNDERSTANDING OF THE TERMS OF REFERENCE AND OUTLINE OF THE PROJECT 5 Project objectives 5 Project areas 5 General approach 6 Engineering 6 Agriculture 7 Economic and financial aspects 7 Organization and management 8 METHODOLOGY 9 Engineering 9 Water availability and modification of Koka releases 9 Low level outlet Koka dam 11 Flood mitigation 13 Water abstraction 14 Reservoir siltation 17 Irrigation and drainage 17 Cost estimate and Construction Phasing 18 Agriculture 18 Lifestock 19 Economic and financial aspects 19 Introduction 19 Macro-economic analysis 19 Farm economics 21 Organization and Management 22 Physical Planning 22 Social and health aspects 23 Ecology PLAN OF PROJECT OPERATIONS Workplanning Consultants’ staff and organization Task descriptions Reporting 23 24 24 24 24 303 5. LOGISTIC SUPPORT 5.1. Transport and equipment 5.2. Office, housing and other facilities 6. CONSULTANTS’ REMUNERATION 6.1. Cost details 6.2. Payment schedule 7. NEDECO, ORGANIZATION AND QUALIFICATIONS 31 31 31 32 32 33 34 7.1. The NEDECO - organization 34 7.2. NEDECO firms cooperating in the project 35 7.3. Scope of NEDECO - services 36 7.4. Recent projects in similar fields 37 8. CURRICULA VITAE 9. DRAFT MEMORANDUM OF AGREEMENT 38 391. INTRODUCTION In this proposal Consultants’ services are offered for the re-appraisal and up-dating of the available feasibility studies for the Angelele - Bol- hama and Amibara Irrigation Expansion Project. The proposal is based on a study of the Terms of Reference, a visit to the project area to study available reports and site conditions and on experience obtained during involvement with similar projects in Africa and elsewhere. According to the Terms of Reference, received from the Valleys Agricultural Development Authority, by letter dated 23rd January 1981, the scope of work mainly includes preparation of an updated report that shall contain full and complete information on all aspects of the proposed irrigation project, with additional investigations and proposals on several items related to the project in engineering, agriculture, economics and finance and the aspects related to organization and management. It is understood that Consultants’ staff will visit Ethiopia on short term assignments only. The main purposes of these visits will be consulta tion with all authorities concerned, collection of available data, familiarization with local conditions, assistance with limited additional field surveys and a survey of the silt-levels of the Koka reservoir. Elaboration of the project, preparation and editing of reports will be done at Consultants’ headquarters in the Netherlands. A visit to Ethiopa was made by Mr. J. Oosterman of NEDECO from Februa ry 17th until February 23rd. On February 21st and 22nd a fieldtrip was made to the Koka dam for inspection of the low level outlet, the Melka Sedi weirsite and canal system, the Amibara area presently under con struction and the proposed areas for development including existing pumping stations. From this place Consultants like to express their high appreciation for the assistance given by VADA and in particular to Mr. Assefa Teferra and his staff during this period. Also thanks are due to Mr. Belay Aziz of the Ethiopian Electric Light and Power Authority, who explained the present problems with the operation of the low level outlet at Koka dam.5 2. UNDERSTANDING OF THE TERMS OF REFERENCE AND OUTLINE OF THE PROJECT 2.1. Project objectives The purpose of updating of the Angelele - Bolhamo and Amibara Irrigation Expansion Project is to: determine the water availability and ascertain the engineering and economic feasibility of developing a gross area of 9,775 ha in Amibara - Angelele and 14,230 ha in Bolhamo - Djilue for agri cultural development under perennial irrigation on the basis of recent data prepare an updated feasibility report which may be submitted to any financing institution The main sources of information for the reappraisal are: Angelele - Bolhamo Feasilibity Study Report, prepared by Sir William Halcrow & Partners, 1975 Feasibility Study - Melka Sedi - Amibara, prepared by Italconsult, 1970 Irrigation Water Availability in the Awash River Basin, prepared by VADA, 1979 2.2. Project area The project is situated in the plains of the middle valley of the Awash river, downstream of the Melka Sedi and Amibara irrigation areas pre sently under construction. The areas proposed for development consist of an irrigation project covering a gross area of 9,775 ha in Amibara (all potential irrigable areas not included in the present Amibara Irrigation Project II under construction) - Angelele on the right bank of the Awash river and 14,230 ha in Bolhamo - Djilu on the left bank of the Awash river. The main source of irrigation water in the dry season is the Koka dam reservoir which at present has an available storage of about 1500 x 106 m . A variable flow is released through the power plant; this flow 3 passes the flat parts and gorges in the upper valley of the Awash river before entering the plains of the middle valley. The Awash river continues its winding course in Eastern, and further downstream in Southern direction. Between Koka dam and the project area two major tributaries, the Kesem and Kebenna rivers, and several minor tributaries join the Awash river. It was observed that severe erosion of the catchment areas occurs and during floods the Awash river carries a heavy load of silt and sand. Many tree trunks are present in the river; these will be transported during peak discharges. The plains along the river are partly under cultivation and partly used as grazing areas for cattle, camels and goats. The vegetation is of varying density in the uncultivated areas, clearly visible is the gilgai relief in open areas. The area is accessible by four-wheel drive vehicles only.6 2.3. General approach The team to be involved in the elaboration of the project will consist of a limited number of highly experienced experts covering several related disciplines. They will visit Ethiopia on short term assignments. These experts will consult specialists in specific subjects in the Netherlands. Consultants have chosen for this general approach because it appears that only senior experts with broad experience will be capable to ful fill all requirements laid down in the Terms of Reference. 2.4. Engineering The Consultants will review and re-appraise all engineering aspects indicated in the feasibility reports, including investigations and proposals on the following items: water availability and modification of Koka releases low level outlet Koka dam flood mitigation water abstraction reservoir siltation irrigation and drainage cost estimates and construction phasing The impact on the water availability of a possible compensation dam-reservoir downstream of Awash III power plant will also be taken into account. It is understood that the proposals have to be based on basic data published in reports. Complementary field surveys will be executed on a limited scale. Additional meteorological and hydrological data for the period 1974-1981 are available and readily accessible at VADA’s headquarters or in the regional offices. A special survey is to be done to determine the silt levels in the Koka reservoir. About 14,000 ha of the study area is covered with 1:5000 contour mapping, the remainder of the area is covered with 1:20,000 mapping with 0,5 meter contour intervals. A limited survey is envisaged to prepare a more accurate estimate of the volumes of earth movement involved for landlevel ling.2.5. Agriculture The middle Awash Valley is not densely populated; it has low rainfall (about 550 mm) and a fair surface of good soils. It is mainly being used as grazing land for the cattle of pastoralists, most of whom are of the Afar tribe. Since there is plenty of water available in the Awash River, the area is indicated for irrigation development. Construction has begun in the Amibara area, but it is possible to extend the system to another 24,000 ha. The selection of crops for cultivation under irrigation will be determined by: the demand in the local and foreign markets the ease of cultivation for the people to be settled, who are no agriculturists by tradition the value of the crops, which has to compensate for the high cost of irrigation development Experience has shown that a great variety of crops can do well under the prevailing conditions, as has also been proved by the trials at the Agricultural Research Station at Melka Warer. However, the costly irrigation calls for high-value crops, so it is probably better to have the lower-priced food crops grown on the plateau. Food crop production should nevertheless be given consideration as the country is still not self-sufficient in food. Irrigation development is usually in conflict with the keeping of cattle, because of the damage the cattle can do to the irrigation system. In spite of this, cattle will have to be given due consideration if the settlers are pastoralists by origin and since the irrigation system will occupy former grazing grounds. Access to drinking water for the cattle has to be ensured either by acces corridors through the scheme to the river or by creating drinking basins along the irrigation canals at the edge of the project area. Irrigation development will have its ecological repercussions too. If there are no drainage works, seepage of irrigation water will raise the groundwater level and so eventually waterlogging may reduce the crop yields. Furthermore the continuing land clearing by the people in their search for firewood and timber for building construction has caused serious erosion and has thus affected the land and water resources. Also since timber and wood are now becoming scarce, some fast-growing tree species will have to be planted. 2.6. Economic and financial aspects A macro-economic analysis will be carried out to assess the incremental and benefits of the project by comparing ’’without project” and ’’with the project” development.8 Major element in the economic analysis will be: hydropower generation agricultural production flood protection improvement of water availability during the growing season At farmlevel typical farm budgets or typical budgets for large sized state farms will be established and analyzed. For each implementation phase the financial and economic internal rate of return will be determined. A sensivity analysis will show the influence of variation of both cost and benefit components. A feasible investment schedule will be extablished and the costs of operation of maintenance will be shown on an annual basis during the lifetime of the project. 2.7. Organization and management Agricultural development involves the creation of means for the supply of agricultural inputs, credit and agricultural extension; of means of marketting produce; and possibly the establishment of farmers’ cooperatives. This means that the project will be dealing with various Government Agencies, so it is of the utmost importance to create a structure which allows for the adequate coordination of the various bodies concerned. Organization will be an important component of the irrigation develop ment, so since VADA is considering a particular mix of state farms and smallholder settlements, it might well be convenient if the state farms were to take the form of nucleus estates providing particular services to the surrounding smallholders like mechanical seedbed preparation and marketting of produce. Since health care and education are important Government objectives, the intensity of such social services and public utilities in the project area will have to be determined from demographic projections. As the area is not settled yet, such facilities barely exist at present. The proper distribution of schools, clinics, communal buildings and communications will require a physical plan. Training of new staff is necessary. Training of the settlers in irrigated agriculture will also be required since they are not used to any type of sedentary agriculture.9 3. METHODOLOGY 3.1. Engineering 3.1.1. Water availability and modification of Koka releases As is the case in many other countries all over the world, water is a limiting factor in the development of irrigation potential. Therefore its use must be planned carefully. Besides the discharges from perennial tributaries the discharge of the Awash river is determined by the releases from the lake Gelila, formed to the Koka dam. In the past the releases from the reservoir were governed by the requirements for generation of hydro-electric power; therefore the dam is operated by the Ethiopean Electric Light and Power Authority (EELPA). However recent studies indicate that the operations rules of Koka dam should be modified to ensure adequate water supply to the irrigated lands downstream of the dam. To promote the attainment of the greatest possible overall mutual benefit from the operation of Koka dam, taking into account water supply, flood mitigation, water quality and all aspects of human welfare as may be affected by operation of the dam a Technical Committee has been formed, consisting of a.o. representatives of VADA and EELPA. To provide a sound base for the yearly and monthly release programs to be worked out by VADA and EELPA, the Consultants will make an overall re-appraisal of existing hydrological studies, taking into account the hydrological data of the period 1974-1980. The Consultants will use a computer program, developed for study of water availibility within a system of one or more rivers including storage reservoirs. As input daily discharges are used, if not available for tributaries during certain periods, these discharge will be determined with standard hydrological methods, using rainfall-runnoff correlation. The time steps that will be used in the program can be chosen as requi red between 1 day and 1 month. The program determines the agricultural water demand from the surface area of each irrigation area, the cropping pattern per area and water demand for each stage of the growth cycle. Additional water requirements for industrial and domestic use, power generation, navigation etc. will be added to the agricultural demand. The program will simulate the operation of reservoirs based on available flows and calculated demand over a period of years for which sufficient hydrological data are available. The results of the calculation can be presented in tables or graphically. A flowchart for the program is shown in fig. 1.10 FLOWCHART SIMULATION PROGRAM-SYSTEM FIGURE 111 Based on the computer calculations the Consultants will prepare recom mendations on the releases of Koka dam so that all water demands in the upper and middle Awash can be met in the most efficient way. 3.1.2. Low level outlet Koka dam At present, releases from Koka Dam can only be made through the hydro- power plant or at high reservoir level over the crest of the spillway. The existing low level outlet cannot be used safely without the pro vision of a trash rack to prevent tree trunks and logs to enter the outlet tunnel and also without the addition of a proper release valve to ensure accurate control of the discharge from the reservoir. The low level outlet must be operational in the future to utilize the available storage in the reservoir for irrigation once the water level has dropped below the minimum intake level of the power plant and to ensure uninterrupted releases of water if the Koka power penstocks have been closed in case of emergency or for maintenance. Various alternative solutions will be investigated. On the basis of a technical evaluation the most feasible solution will be selected. The Consultants have inspected the lower outlet in the field and have discussed the problem at EELPA’s headquarters in Addis Abeba. Based on observations and discussions we arrived at the following pre liminary conclusions: The area in front of the present gates has been filled with silt deposit during the past twenty years. This silt deposit has to be removed over a distance of at least 20 m from the outlet either by grab crane from a pontoon or by a small cutter dredge if this is cheaper. Any tree trunks or logs in this area must be removed. The two gates closing off the entrance of the tunnel cannot be considered as emergency gates that can be used if the main gate cannot be closed completely, because they are hoisted by chains. Installation of a complete new facility on the dam will be very expensive and is therefore not considered as a feasible proposition by the Consultants. Consultants will propose to add a radial gate or vertical lift gate downstream of the existing maingate as shwon in figure 2. This gate will be designed in such a way that it can regulate the flows under all circumstances, depending on the requirements. It can be constructed in the dry without provision of an expensive enclosure as would be the case if a new gate was placed upstream of the existing main gate. Experts of the Delft Hydraulics Laboratory will advise on the hydraulic design of this gate. After installation of the new gate the existing main gate can be considered as an emergency gate that can be closed even if the new gate cannot be closed completely.12 11900 G8A&- C8ANE «OR tue qcmo\al of DEBRIS fN FRONT OF TQ ASM . ftACKi VEQTldAL OE.CTION OVtQ BOTTOM OUTLET Of DAM IN AV/AOM gIVCg . rrT SCALE 1 . 200 ■ i2 80 , . NEW PLATFORM » I TH FLAT*0«M | HOISTING DEVICE tc be Of^OLSwEC NOTE . RELATIVE I ELEVATION *05. TC t 100,00 M. EQUALS ABSOLUT E ______E_L_E_V_ATION I^SO.Z^O M ♦ M.AS.L. 93./-O EXISTING CMEBGENcy GATES 2.00 n AJA M. TO BE REPLACED ©V trash- racks_________ EXISTING MAIN GATE A.OO * -^OO M. TO oe EMERGENCy GATE. SECTION A -A, FIGURE 2 94. a.-*'____________________________ _____________ —--------------------13 The upstream gates will be replaced by trashracks that can be lowered into the rabbets of the present upstream gates after clean ing the upstream area. A special grab that can be operated from the dam must the provided to remove tree trunks and logs from the area in front of the trash racks. 3.1.3. Flood mitigation Flat areas along the Awash river in the upper and middle Valleys are liable to flooding at high discharges. The Koka reservoir storage offers a possibility to attenuate the peak discharge, which will reduce flood damage downstream of the reservoir. Until now the flood release practice required early pre-release in anticipation of wet season inflow. This practice might result in an only partly filled reservoir at the end of a below-average wet season. Changing of the operation rules of the Koka dam in view of flood control and water conservation, would require upgrading of the flood protection works in the upper valley and possibly also in the middle valley. Consultants will use the computer model described under 3.1.1. to route the design floods through the Koka reservoir for different rule curves. These rule curves provide guidance for the water levels in the reservoir on a daily basis, the whole year round. The rule curves will be established in close consultation with VADA and EELPA since these curves will influence both irrigation supply and power output. Flood routing studies have been described in previous feasibility reports. It is understood that the design of flood protection works for the Amibara irrigation project has been based on calculations with a computer model, simulating the hydraulic behaviour of the Awash river. The detailed results of these calculations will be made available to the Consultants. The Consultants will review these and other calculations as far as necessary on the basis of an assessment of extreme flood flows of different magnitude and frequencies using empirical, rational and statistical methods. Since weirs may have to be constructed in the Awash river for gravity supply to Bolhamo and Angelele irrigation areas, and previous studies did not take these constrictions of the river into account, Consultants will recalculate the impact of civil engineering works on flows and waterlevels. The computer programs available at Consultants’ head quarters are capable of simulating both river flow and overland flow with storage areas if present. Based on calculated flows and water waterlevels, Consultants will propose the most plausible flood protection works required to protect existing and future developments foreseen in the upper and middle Awash valley.14 From a brief review of the hydrological analysis, it appears that the frequency distribution of floods at Awash Station has not been de- termined correctly. The flow from the reservoir, which is influenced by man, should be separated from the naturel inflow between the dam and Awash Station. After a frequency distribution has been determined for the natural inflow, the releases from Koka reservoir have to be added taking into account attenuation of the flood wave between the dam and Awash Station. As a result the design flood flows in the middle Awash valley may have to be increased. It was noticed in the field that over a certain width along the new dikes, protecting the Amibara irrigation project, all vegetation had been removed and a channel with relatively low hydraulic resistance had been formed. Consultants will investigate whether high velocities along the foot of the dike may cause scouring of the dike body in certain locations and what protective or other measures may be required to prevent this. 3.1.4. Water abstraction It is recommended in the feasibility report to use diesel driven pumps to supply water to the Angelele, Bolhamo and Djilu areas from the Awash River. Originally it was intended to supply these areas by extending the intended gravity system for Amibara, however escalation of the construc tion cost resulted in a reassessment of the water supply system. At present the Amibara system is irrigated from a diversion at Melka Sadi but no provisions have been made to extend the supply system to the study area. Construction of low-head diversion weirs or barrages further downstream is rejected in the feasibility report because of inadequate command and raised watertables in the areas upstream of the diversion structures. Installation of a number of pump stations along the river enables a flexible gradual approach to development in all these areas and this approach is considered the most suitable and appropriate in the feasi bility report of 1975. Alternative power sources have been considered like geothermal energy and construction of a dam for hydro-electric power, but according to the feasibility report these energy sources do not exist in the middle Awash valley. It has been analized whether an extension from the Koka dam Dire Dawa transmission line would be feasible. This would be the case when about 10,000 ha would have been developed. It is noted in the report that the economic advantage of electricity over diesel is greatly altered by fuel price changes. At present fuel prices are a multiple of those of 6 years ago and still increasing. Therefore a local available power source like electricity may have become much more attractive.15 Consultants will examine the following alternative ways of water abstrac tion: a. by diesel driven pumps b. by electric driven pumps with power supply from the EELPA system c. by gravity systems d. a combination of b and c The Consultants will investigate the technical feasibility of the above mentioned alternative ways of water abstraction, analyse the economics of installation, operation, maintenance and replacement of the various works and recommend the most appropriate system. Besides the above mentioned means of water abstraction, the Consultants will also explore the possibilities of using electric driven pumps with power supply from hydropower plants installed at Melka Sedi weir or at Gota Falls between Metehara and Awash Bridge. A local hydropower plant at Melka Sedi weir would be attractive as a power source for pumped irrigation development. It would avoid large transmission cost and provide an independent system for power supply. However the possibilities to raise the Melka Sedi weir to provide suffi cient head for power generation has to be investigated before any con clusions on the technical feasibility of such a system can be drawn. At Gota falls a drop of about 20 m is available which would be more than adequate for the power requirements of the middle Awash valley. It would provide an independent power supply system but transmission cost would be considerable. If VADA and EELPA agree that development of a local power source is attractive, Consultants will prepare a rough cost estimate of the civil engineering works involved. They will expect EELPA to provide cost estimates for the electric works, transmission lines and transformer stations. During the fieldtrip is was observed that large sediment deposits had accumulated in the main canal downstream of Melka Sedi weir. Bearing in mind that the catchment areas are subject to severe erosion, it appears that gravity intakes should include facilities to remove sediment from the canal system. The importance of silt traps throughout the irrigation system including irrigation canals is emphasized to diminish siltation as far as possible. Figure 3 shows a layout of such a system, it includes a settling basin and a silt ejector to sluice the sediment back to the river. Special attention will have to be given to the problems of tree trunks and logs transported during floods that may block the intake. Pumping stations should also be provided with sediment-settling basins and facilities to flush the sediment back to the river by flowing water. Attention will be given to riverbank protection adjacent to the pumping stations.figure intake STRUCTURE L ^MNG ro CjeCToQ SETTLING nr it it in? PLAN OF WEIP AND DC5ILTING fLAT Gliding gatesI / 3.1.5. Reservoir siltaLlon The Koka dam has been Ln operation for about 20 years; during this period most of the sediment, carried by the rivers debrouchiag into the reservoir, has accumulated in the lake Gelila. This decreased the available volume of water for irrigation and energy production. Based on a silt deposit survey in 1973, it was found that about 135 x 10b m^ of sediment had settled in the reservoir. The Consultants will review the existing data on sediment transport and the silt deposit survey conducted by VADA. A new survey of the present silt deposit will be done using an echo- sounder and ’’Decca Trisponder” electronic positioning equipment. Con sultants plan to use an Atlas Deso 20 dual frequency echosounder (30/210 KC) to detect the level of the hard bottom below the siltlayer. In principle the siltlines surveyed in 1973 will be followed, if necessary additional points will be measured. The survey results will also be compared with values obtained from semi-empirical and theoretical methods. Part of the silt lines may be above the water level in the lake during the survey. These parts have to be surveyed by levelling from the shore. From this survey the present volume of sediment settled in the lake will be determined. Consultants will also recommend ways and means to monitor the silt build-up in the lake in the future. General overall recommendations will be given regarding measures that could be taken to contribute to reduc tion and control of siltation rates in the Koka reservoir. 3.1.6. Irrigation and drainage Irrigation development is already going on in the Amibara area, but the layouts used will have to be evaluated for their use as typical designs for future extensions to the system. As far as data are available the unit cost of construction of the irrigation system will have to be determined so as to serve as updated input in the economic feasibility calculations. This holds true also for the land development cost. It is understood that the soils are developing gilgai symptoms and the ’’sink hole” phenomenon. Since these affect the microrelief it is suggested that a topographer take levelling measurements of representative sample areas in order to allow the exact calculation of the planning require ment. It has been assumed that a topographer can be made available by the VADA to do this. Construction of the irrigation will have to go hand in hand with con struction of a drainage system in order to prevent inadmissible rises the groundwater level, which may cause waterlogging and, subsequently, salinization of the topsoil. The technical quality of the water in the Awash River seems to be gene rally good, but at times of low flow water originating from some hoc springs seems to affect the overall quality. This can probably be pre- vented by a revised release regime of the upstream dams18 The irrigation and drainage specialist will have to study the extent of the salinity problem and give recommendations for its solution and the related drainage requirements. Recommendations will be given with regard to monitoring of ground water fluctuations including installation of piezometer networks. He will also assist in the studies on gravity supply of irrigation water to the project from the Awash river. 3.1.7. Cost Estimate and Construction phasing The estimated quantities of work will be based on revised or new pre liminary designs of the civil engineering and other works as far as this revision is deemed necessary. The unit rates will have to be revised based on current unit rates as applied for the Umibara and other development projects in Ethiopia. For specific items the rates may have to be based on Consultants’ experience elsewhere with similar works. Annual operation and maintenance and replacement costs will be prepared for each part of the various proposals. Construction phasing depends on the following considerations: water availability desired rate of development from agricultural and social-economic point of view capacity of VADA to implement the project capacity of local contractors to execute the project Consultants will revise the construction schedules based on the above mentioned general criteria. Consultants will assess the capabilities of local contractors to undertake the works on the basis of interviews with local contractors and pertinent Government Agencies. 3.2. Agriculture As the project objective (irrigated development), the soils and the climate have not changed since the feasibility study by Sir William Halcrow & Partners in 1975, the agronomist will largely be involved in evaluation of the work previously done. It is in any event not anti cipated (and the time schedule will not permit) that there be extensive collection of new field data. However, it might be that changed price relations or changes in the commodity market will require a revision in the previously proposed cropping patterns. The selected crops should also be checked against national objectives, since recent food shortages in the region as a result of droughts may have brought about more interest in the culti vation of food crops.18 The irrigation and drainage specialist will have to study the extent of the salinity problem and give recommendations for its solution and the related drainage requirements. Recommendations will be given with regard to monitoring of ground water fluctuations including installation of piezometer networks. He will also assist in the studies on gravity supply of irrigation water to the project from the Awash river. 3.1.7. Cost Estimate and Construction phasing The estimated quantities of work will be based on revised or new pre liminary designs of the civil engineering and other works as far as this revision is deemed necessary. The unit rates will have to be revised based on current unit rates as applied for the Umibara and other development projects in Ethiopia. For specific items the rates may have to be based on Consultants' experience elsewhere with similar works. Annual operation and maintenance and replacement costs will be prepared for each part of the various proposals. Construction phasing depends on the following considerations: water availability desired rate of development from agricultural and social-economic point of view capacity of VADA to implement the project capacity of local contractors to execute the project Consultants will revise the construction schedules based on the above mentioned general criteria. Consultants will assess the capabilities of local contractors to undertake the works on the basis of interviews with local contractors and pertinent Government Agencies. 3.2. Agriculture As the project objective (irrigated development), the soils and the climate have not changed since the feasibility study by Sir William Halcrow & Partners in 1975, the agronomist will largely be involved in evaluation of the work previously done. It is in any event not anti cipated (and the time schedule will not permit) that there be extensive collection of new field data. However, it might be that changed price relations or changes in the commodity market will require a revision in the previously proposed cropping patterns. The selected crops should also be checked against national objectives, since recent food shortages in the region as a result of droughts may have brought about more interest in the culti vation of food crops.19 The energy crisis will make it necessary to check on the economics of methods using oil or oil-derived meterials. It might be necessary to use smaller amounts of agrochemicals or adopt a lower degree of farm mecha nization . Depending on the crops selected, an agro-processing specialist will look into the processing and storage of produce on the spot. This will reduce the quantities to be transported elsewhere in the country or abroad. This same specialist will assist in crop selection by determining the internal and export markets for the produce. 3.3. Livestock The keeping of cattle in irrigated areas is usually not advisable because of the damage they can do to the irrigation channels. Only where there is zero-grazing can this be avoided, but in this case it is likely that feeding with irrigated fodder is not economic. Nevertheless it is quite probable that most of the future settlers will be of the pastoralist Afar tribe, so they will still own some cattle which are presently grazing the irrigable land of the project. The settlers will therefore only be happy when the interests of their cattle are well looked after. Even though the cattle aspect need not be stressed, it should not be ignored in the planning of the project, so an animal husbandry specialist will have to study this problem in coopera tion with the institutional specialist examining the sociological aspects. One of the requirements of cattle is the access to drinking water. This can be arranged for either by access corridors to the river, water basins to be created along the irrigation channels at the edge of the scheme, or by drilling of wells. 3.4. Economic and financial aspects 3.4.1. Introduction The economic analysis will be carried out from the macro-economic view point and at farmlevel from the viewpoint of the farmhousehold, coo peratives and State Farms. 3.4.2. Macro-economic analysis The macro-economic analyses are aimed at technically and economically feasible combinations of the major components of the project. The analysis will consider the incremental costs and benefits by com paring the expected development "without project" and "with the pro ject". The problem areas defined by the Terms of Reference are concerned with the following combinations of project components: a hydro-power generation and agricultural production b flood protection and incremental irrigation through improved manage ment of preventive releases at the beginning of the wet season c. improvement of the low level outlet and the incremental active storage for irrigation purposes20 d. feasibility of the project and of each seperate implementation phase e. Gravity irrigation versus pump irrigation f. The possibility of using a sprinkler irrigation system Sub a - Hydro-power and agricultural production In most hydro-power projects the interests of the electricity company and of the irrigation authorities coincide only partly and workable compromises must be agreed upon. At present the water releases for hydro-power generation are scheduled according to the expected electricity demand and the experienced daily level of the connected electricity network. In order to compare the benefits from incremental irrigation versus diminishing returns from power generation the net advantages of a number of irrigation alternatives with increasing water requirements will be compared to diminishing revenues from power generation. Extension of irrigation may be recommended until the marginal irrigation benefits are close to or equal to the decrease in value of hydro-power. The loss of electric power in terms of existing and future demand will be measured in Kwh during peak hours and during off-peak hours. The value of these Kwh's will be based on the cost of alternative power generation at present and in the future. Important factors determining the alternative costs of electric power are the existing reserve capacity, the capital costs of new power plants and the expected (real) price increases of fuel in the future. Therefore, the regional and national electricity energy plans will be analysed. If recent plans for electricity generation do not exist reasonable assumptions will be discussed with the authorities before being used in the economic calculations. Sub b - Flood protection and incremental irrigation The present water management calls for non-productive water releases to prevent the risk of large floods and flood damage during the wet season. Flood protection in the valleys downstream of the dam would reduce the necessity of pre-releases, as preventive large releases later on would cause no damage. In this way the risk of not reaching the desired storage level may be avoided or considerably reduced. The economic evaluation of this situation would be based on the simulation of the in- and outflow of the dam according to various assumption on the storage management (operation rules;. k risk analysis - when based on a long series of rainfall data and flow measurements - would provide a sound basis for this type of analysis.thjf low j>y>j OMtl*t Tba t'tjv* fttor«g* for irr)t«nwi porpot** would b* *nlftrg*4 by th< us* ''1 th* p/w j*v*j r,«tj*t H !• probsbi* thst th* i rri%*tion b*rvfttz *111 b* lsrg*r *b^h th* riO of lost of hydro*pow*r ss u*w h'/4ro-pow*r plftfttft will )»/***•* th* r*ft*rv* z*ps Py furth* rotor* th* pro4ucti7* z m»* of th* *•«•* b*tw**ft th* lftt*jr* |«y*| of th* pow.r plant arid th* low I *v>, out^t womI4 psrtjy r*pls * ftoo-pro4u 11 7* pr**r*J**s*s *g discussed z z I ft a uh b 4 UnihHIp of tb* pro)* t and of **/h Imp J<m*ftt*tion phfts* z ^•rel1*1 i'« th* rvelufttp/fl d*s r I b*4 sbov* th* int*rr/*J rates of return z z .f th* irr .ftfttp/ft pro)*'t will b* so*lysed both from * financial and *zz^4*mip point nt vl*w Th* analysis will b* based on detailed construction ft'W%itt, z«fth flows relat*d to operational and maintenance costs and th* *ft«jM**d o*t )ft/**iB*ftt*J h*ft*tn* resulting from th* int*n*Lti*4 • t';' • *r • I prodn'iion Appropriate sensitivity analysis will show the inf.^eo** of variation of both 'oaf and benefit components, bat • Orsvlty Irrigation versus pump Irrigation Irrigation of large pert* of th* area would require th* fnstsJ I atIon of 4.*s*l or *|*/irP driven pumps fairing wafer from the river, Technical alternatives of this energy Intensive solution won 14 be: ♦h* 'oftfttru'tjoft of a low diversion dem upstream th* irrigation • iil'sviot gravity Ir/lgaflon *•*♦1 s/ale (hydro) power g*n*rat\on si existing waterfalls near th* are* could provide elect/frlty for e|ec-fr|r pumps raising of th* diversion dem si Me Iks b*4l would allow electricity generation for water pumpl/ig If taaoihl* from iviml'il point of view, these a 11ernstI yes will b* enel/sed end to* w,nt onomh alternative will be used for further elaboration of th* project I 4 I Fwrfti economics Th* typical farm budget * from th* lift 11 row study, for both tlir * t * I e and •mtllbold*/ farms w*r* based on the projected cropping pat terns and firm • !/*• Th*ft* bodg*t* will b* r*vlft*d ftrid up<lftl*<l b*< ftiift* Hi* fftrm gftt* r 4ft w*ll Mft prl'*ft of lopoift Imv* Hiftugftd < oris I <1* r«h I y Mor*ov*r, th* 4 s*|*'tj//u of '/op* m*y Hiftug*, ft* Wftft lridl<ftl*d ftbov*, Th* r*vl«*d fftrm bud«*'* "II* #<How ,h* ^tmpft/lftou wllli Hi* Ur**! lncom*« ndoplrd tor Th" *iro--'P-r» l< Im«I In* Hi Hi* r^ppml^l mlsnlon will «!-<> him! Ill* /owl //I HrlM"'</in wwiwr, « Hh * Hilw will l>* ii»<'"»»ary f,,r lhc dniwimlHHi ion or Hi* fuHir* wwinr <loirx"« *H'1 H»r Hir wmount ol equity iwpllwl Io hn iiiovl/lo/l by Hl" MoV*rillll»'lll ■35 This subjec Organization and management t will be dealt wit y .. k with by an institutional expert. He will have to find out which government agencies development in the ^ nj"’on concerned with the irrigated On the basis of the government ;" ”t e administration of the oh ”■ project ’^t^n lie “isting government structure, on the internal struc- ture of the project »s regards the relationships between the state farms and the 3 e ’et.Urs, and on the organization of the settlers themselves. Physical planning It is felt that a physical planner should be included in the evaluation tear He will draw up a physical plan from the institutional exper s data on the nature and required numbers of social facilities and publi amenities Only a physical plan can ensure the proper spacing and dis tribution of future town and village sites, communications and amenities A limited site visit of one week is envisaged for the physical planner to familiarize himself with current physical planning practices. 3.7. Social and health aspects Irrigation tends to spread malaria and bilharziasis vectors is. toays of controlling these diseases as much as possible will have to be studied. These health aspects, together with education, will be given careful attention by the institutional expert since the national govern ment has accorded them high priority. If available, the institutional planner will update previous population projections and on the basis of these will determine the numbers of schools and hospitals and other communal buildings which may be required At present such facilities hardly exist in the area since it is neither permanently populated nor is it at any time temporarily densely populates Most of the facilities provided will have to be newly built. The data on facilities required will be supplied to the physical planner for inclu sion in the physical plan. 3.8. Ecology Ecological aspects include the direct effects of future irrigation and the consequences of land clearing as a result of tree felling. , ^ely direct effect of irrigation is a rise in the groundwater table A Ll which might result m salinization of the topsoil and reduced growth for death) of (tree) crops. The hills surrounding the valley seem to be completely bare over large areas and are therefore subject to water and wind erosion. Such ero.ion the'erosion i0U harmful efLct^63 SeaS°Q C3ttle 8razin8 area- Furtherw^re tO 3 higk COQteat rmful effects on pumps and irrigation channels (sedimentation of silt, which ha..« I I There are therefore several reasons to investigate the feasibility of reafforestation and to plant quick-growing species like eucalyptus to provide fuel wood and construction timber. Such trees could also be used to establish windbreaks to control wind erosion. The ecological aspects will be dealt with by the agronomist, the physical planner and the irrigation & drainage engineer.24 PLAN OF PROJECT OPERATIONS 1• Workplanning The main project activities in Ethiopia will be collection of data arc discussions with the authorities concerned. Review of the existing feasibility reports, evaluation of alternative options and updating of reports will be done in the Netherlands. It has been assumed that the actual date of commencement of the works will be one month after signing of the contract agreement, leaving Con sultants one month for mobilisation of their staff. The project activities in Ethiopia will start immediately after ■cbilis- ation and last about five weeks, the total period required to complete the project will be six months. A ’’critical path network” of the proposed contract activities is given on page 25, with a time schedule of activities on page 26. 4.2. Consultants’ staff and organization On the basis of the Terms of Reference and Consultants’ approach as described in chapter 3, a composition of the team of professional staff is envisaged as shown on page 26. This barchart also shows the schedul ing of the individual services. For all staffmembers information on their background and experience is given in Chapter 8. These teammembers belong to the permanent staff of the participating consulting firms. If required the teammembers can consult specialists on specific subjects at their headquarters. 4.3. Task descriptions All of the proposed teammembers have had experience in projects outside the Netherlands. The main duties assigned to each teammembers will be described below. All task descriptions and duties assigned to each team member are based on the agreed proposal. Project director He will be responsible for the overall management of the project and handling of all substantive and administrative measures pertaining to the execution of the project.Collection of CRITICAL PATH NETWORK OF PROJECT ACTIVITIES Revision and updating of reports Study and formulation of revised Elaboration Start of Review of irrigation of revised plan Cost estimates Economic R ecommenda tions project existing plans development and preliminary and consvuction and financial pertaining to the & designs phasing appraisal project N) Ln o— Revision of development plan Establish contact with VADA Presentation and submission of Interim report Submission of draft final reports Adjustment of report End of project Comments by VADA Submission of final reportTIME SCHEDULE OF ACTIVITIES Autist September October 1981 November December January February March Mobilisation Review Available Data & Existing plans Field Surveys — Topography — Hydrography Alternative Options — Investigations — Formulation — Preliminary assesment Interim Report Revised Development Plan — Formulation — Elaboration & Preliminary design — Cost estimates Revision & Updating of Reports Economic & Financial Appraisal Draft Final Report Comments VADA Final Report Start of the project Interim Report Draft Final Report Final ReportBARCHART OF PERSONNEL 1981 Manmonths Position Name September October November December January February Eth. Noth. Project Director T eamleader/Senior Hydraulic Engineer Hydrologist/Water recources engineer Irrigation & Drainage engineer Economist Agronomist/Agro- economist Agro-processing spec. Institutional expert Animal husbandry spec. Physical planner Hydrographers Topographic Surveyors Draughtsman H. van Dijken J. Oosterman C.M. de Wijs E.J. Goldschmidt S.F. Postma P. ten Hove E. F. du Maine R. Neher L.J. Roeper F. W.M. Ziegler ... 0.25 1.50 0.50 0.75 1.00 1.00 0.50 1.00 0.50 0.25 1.00 0.50 a 1.00 0.25 3.00 2.50 1.00 2.50 1.75 0.50 1.00 0.50 0.50 5.00 Total 8.75 18.50 a 9.25Teamleader/senior hydraulic engineer He will, on behalf of the project director, be responsible to the Client for all the activities of the project team, in particular he will: control, guide and coordinate all Consultants’ activities in relation to the project represent NEDECO with respect to the project, to the officials of the financing agency and to all Ethiopian Authorities involved in the project edit, in close cooperation with the project director, the interim and final reports overall investigation for a compensation reservoir He will be in charge of the day to day management of Consultants’ acti vities in Ethiopia and in the Netherlands. As the senior hydraulic engineer he will be in charge of the following engineering activities. water availability and modification of Koka releases, together with the hydrologist/water resources specialist low level outlet Koka dam flood mitigation water abstraction reservoir siltation cost estimates and construction phasing compensation reservoir Hydrologist/Water resources engineer He will be responsible for the appraisal of the existing hydrological studies, revision of all previous water availability studies and prepar ation and running of the computer model to simulate the water balance of the upper and middle Awash River including proposals for modification of Koka releases. The hydrologist will also study the siltation of Lake Gelila. Irrigation and drainage expert This expert will revise the irrigation system for pump irrigation and will prepare a new preliminary design for a system with gravity supply. He will update the cost-estimates for the irrigation system and study the extent of the salinity problem. Project economist The economist will cooperate closely with most experts in the team and particularly with the agronomist and the engineers in order to establish logical frameworks of both costs and benefits. Particular attention will be paid to the definition of geographical areas for which irrigation development as a selfcontained economic entity is technically feasible.1 ’ll IIU Uf ffliHH ./7W J/7 M'/ llf 4/ ./ nil 29 The object of this is two fold: To obtain benefits from the investments as soon as possible after completion of the various entities. To ensure that the sequence of the areas to be developed ensures the highest economic returns. Due attention will be paid to evaluation of the various technical alternatives in order to ascertain optimum allocation of land, labour and capital. If applicable shadowfinancing of the foreign currency component and of labour will be carried out. An appropriate discount rate to be used in the present value calculation of future costs and benefits will be estimated. The effect of variation of plus or minus 2% on this discount rate will be tested in the sensi tivity analysis, together with variation of major cost and benefit components. Agronomist/Agro-economist The agronomist will evaluate the agriculture of the project area based on the feasibility reports. He will revise cropping patterns if required and select the most appropriate crops. The typical farm budgets will be revised by this specialist; he will also assess the cost of irrigation water. Agro-processing specialist This specialist will study the possibilities for processing and storage of produce. He will also assist in crop selection by determining the internal and export markets. Institutional expert The institutional expert will deal with organization and management problems related to the project including collection of water charges and training of staff and settlers. He will also study the social and health aspects of the project and advise on educational and other facilities to be developed in the areas. Animal husbandry specialist He will study all aspects related to the keeping of cattle in the project area. Physical planner He will prepare a physical plan for proper spacing and distribution of future town and village sites, communication and amenities.30 Hydrographers The hydrographers will survey the level of the silt in the Lake Gelila with an echosounder and positioning equipment. Surveyor A NEDECO senior topographic surveyor is included in the barchart for a period of one month in Ethiopia. His task will be to coordinate and supervise the topographical works which will be executed by the sur veyors that VADA will make available. 4.4. Reporting The Consultants plan to submit an interim report three months after commencement of the study. See also time schedule of activities, page 26. In this interim report preliminary findings and conclusions based on the appraisal of existing reports will be given together with options for future development of the irrigation. Consultants propose that the teamleader visits Ethiopia for discussion of the interim report, after VADA, EELPA and other government agencies have studied this report. A draft final report will be submitted five months after commencement of the study; the final report will be submitted within one month following the receipt of the Government's comments on the draft final report. VADA has been invited to assign an engineer and an economist to participate in the preparation of the draft final report at the Con sultant's home office for a period of 4-6 weeks.31 5. LOGISTIC SUPPORT 5.1. Transport and equipment It has been assumed that VADA will make available four wheel drive vehicles for fieldtrips. Since all teammembers will be in Ethiopia at the same time, it is ex pected that at least 3 vehicles will be required. One boat, similar to the one present at Koka dam and one speedboat will be made available during 2 weeks for the survea at Lake Gelila. The survey instruments will be supplied by the Consultants. Levelling equipment for additional topographic surveys will be supplied by VADA. VADA will also make available surveyors. Consultants will bear the cost of allowances for this personnel. Consultants will inform VADA in writing about the number of surveyors, the period and the equipment needed to complete the topographical sur veys . 5.2. Office, housing and other facilities VADA will make available about 80 m2 office space with furniture during two month to the Consultants. Board and lodging and local transport in Addis Abeba and hotelcosts in the field have been covered in Consultants’ remuneration.32 6. CONSULTANTS' REMUNERATION 6.1. Cost details (in dutch guilders) Item man months man month price rates Eth. Neth. T ot. Eth. Neth. Eth. Neth. Total 1.Expatriate staff Project director 0,25 0,25 0,50 26,800 26,800 6,700 6,700 13,400 Teamleader/senior hydraulic engineer 1,50 3,00 4,50 24,600 24,600 36,900 73,800 110,700 Hydrologist/Wat. resources engineer 0,50 2,50 3,00 20,600 20,600 10,300 51,500 61,800 Irrigation and drainage engineer 0,75 1,00 1,75 22,000 19,400 16,500 19,400 35,900 Economist 1,00 2,50 3,50 24,600 24,600 24,600 61,500 86,100 Agronomist/agro economist 1,00 1,75 2,75 23,400 21,000 23,400 36,750 60,150 Agro-processing specialist 0,50 0,50 1,00 23,400 21,000 11,700 10,500 22,200 Institutional expert 1,00 1,00 2,00 24,600 22,200 24,600 22,200 46,800 Animal husbandrist 0,50 0,50 1,00 24,600 22,200 12,300 11,100 23,400 Physical planner 0,35 0,50 0,85 24,600 20,800 8,600 10,400 19,000 Hydrographer (2x) 1,00 1,00 20,000 20,000 20,000 Draughtsmen (2x) 5,00 5,00 13,100 65,500 65,500 Sen. top. surveyor 1,00 19,500 19,500 sub total 1 9,35 18,50 584,45033 Other costs 2. Local personnel 3. Travel and mobilisation 4. Subsistance allowance: 240 5. Hydrographical instruments 6. Computer cost 7 . Office cost 8. Reporting and reproduction 9 Board & lodging VADA-engineers in days x Dfl. . 150,-- cost The Netherlands 5,000 45,000 36,000 40,000 15,000 5,000 50,000 7,000 Grand total Dfl rate of exchange on 15the March Birr 1.- = Dfl. 1.16 6.2. Payment schedule 1981 equal to Birr 787,450 678,836,— For the carrying out of the present contract, the payment of the amount due to the Consultant will be effected taking into account the stipula tions of the Articles 47 and 48 of the General Provisions under the following conditions: 20% will 30% will 40% will 10% will paid be paid be paid be on signing of the Contract on presentation of the Interim Report on presentation of the Draft Final Report paid be after definitive approval of the Final Report by the Governments.CURRICULUM VITAE H. VAN DIJKEN Family name: VAN DIJKEN First name: Hans Year of birth: 1938 Nationality: Netherlands Education: Languages: Professional affiliations: 1964 M. Sc. degree in Rural Engineering, Agricultural University, Wageningen, The Netherlands 1973 Post-university course in opera tions research French, English, German, Dutch Member of the Order of Netherlands Consulting Engineers (ONRI), affiliated to FIDIC Member of the Netherlands Institution of Agricultural Engineers (NILI) Member of the Royal Society for Agricultural Sciences Present position: since 1974 Regional Director Africa Overseas Projects Department, DHV Consulting Engineers, Amersfoort, The Netherlands Coordination of studies and pro jects in AfricaCURRICULUM VITAE H. VAN DIJKEN Family name: VAN DIJKEN First name: Hans Year of birth: 1938 Nationality: Netherlands Education: Languages: Professional affiliations: 1964 M. Sc. degree in Rural Engineering, Agricultural University, Wageningen, The Netherlands 1973 Post-university course in opera tions research French, English, German, Dutch Member of the Order of Netherlands Consulting Engineers (ONRI), affiliated to FIDIC Member of the Netherlands Institution of Agricultural Engineers (NILI) Member of the Royal Society for Agricultural Sciences Present position: since 1974 Regional Director Africa Overseas Projects Department, DHV Consulting Engineers, Amersfoort, The Netherlands Coordination of studies and pro jects in Africa2 H. VAN DIJKEN Employment record: 1965-1974 Engineer and Project manager, Grontmij, Agricultural and Civil Engineering Consultants, De Bilt, The Netherlands 1965 Irrigation and Drainage Department: design and calculation of drainage systems of polders and urban areas 1965-1966 Research Department: drainage and soil management studies in respect to dike constructions, drainage of peatsoils and extension of urban areas Special assignments: 1962-1963 Sudan: Research Station Gezira Irrigation Scheme: field experiments on water requirements of cotton, paenuts and sorghum 1966-1968 Netherlands Antilles: Land- and Waterdevelopment Study of the isles of Aruba, Bonaire and Curasao Engaged on land capability study and establishment of irrigation design criteria 1968-1969 Tunisia: Fesibility studies for the irriga tion development in the Medjerda Valley 1969-1971 Algeria: Project manager for the drainage and salinity study of the Habra irrigation project (20.000 ha)3 H. VAN DIJKEN 1972 France: Research assignment for the analysis of highway development and road rehabilitation in France 1973-1974 Mauretania: Project director for the rehabili tation project of irrigation shcemes along the Senegal river (EDF) 1973 Lybia: Fact-finding mission regarding the agricultural development of the Gefara and Jebel Akhdar regions, Ministry of Irrigation 1973-1974 Niger: Project Director of the agricultural extension project of the Badequicheri Valley (EDF) 1973-1974 Algeria: Project Director for the drainage project of the Habra irrigation Scheme, design and preparation of tender documents 1974-1978 Tanzania: Project Director for the siting and construction of 750 shallow wells in Shinyanga regions, including training of local personnel 1975-1976 Project Director for the irrigation project of Mtibwa sugar estate: hydrological survey, design, tender documents and supervision of con struction 1974-1976 Project Director for the Shinyanga regional integrated rural develop ment study (DTH/IBRD) 1977-1979 Project Director for the Morogoro Water Master Plan study with empha sis on water supplies to rural areas4 1978-1980 1978-1981 1977-1980 1977-1979 1978-1980 H. VAN DIJKEN Project Director for the Msolwa irrigation projects: survey, design, tender documents, supervision of construction Project director of the Morogoro Wells Construction project including an extensive national training pro gramme Malawi: Project Director for study, design and supervision of construction of the extension of the urban water supply for the new capital of Lilongwe (EDF) Botswana: Project director for the country wide rangeland and animal distribu tion assessment study of the Kala hari (EDF) Tchad, Cameroun, Nigeria and Niger: Project Director for the Lake Chad Basin Development study aiming at the formulation of a long term inte grated development strategy of the area around Lake Chad (UNDP, USAID, DFO, FAC)Family name: First name: Year of birth: Nationality: Education; 1963 Languages: Professional affiliations: Present position: CURRICULUM VITAE J. OQSTERMAN OOSTERMAN Jacob 1938 Netherlands M.Sc. degree in Civil Engineering, Delft University of Technology The Netherlands Main subjects: Irrigation and Hydropower English, French, German, Bahasa Indonesia Member of the Royal Institution of Engineers in The Netherlands (KIVI) since 1974 Senior Hydraulic and Structural Engineer, Department of Hydraulic and Road Engineering, DHV Consulting Engineers Amersfoort The Netherlands 1977 Lecturer, International Course in Hydraulic Engineering Delft University of Technology Subject: Hydraulic structures2 J. OQSTERMAN Employment record: 1963 Research Engineer, Delft Hydraulics Laboratory Delft - The Netherlands - model investigations for estuaries 1963-1966 Sudan: Associate expert of FAO, Djebel Marra Project - surveys, design and construction of irrigation systems - hydrological observations and stu dies - design of canals, structures and roads - training of counterparts 1966-1961 Hydraulic design engineer, Department of Hydraulic and Road Engineering DHV Consulting Engineers Amersfoort - The Netherlands Design of: - bridges in reinforced concrete and steel - navigation locks - foundations - pumping stations and sewage treat ment plants - industrial buildings Studies of: - computer programs for the calcu lation of orthotropic steel deck bridges - soil mechanics 1974-date Senior Hydraulic Engineer, Department of Hydraulic and Road engineering DHV Consulting Engineers - project management of civil and hydraulic engineering design and execution of projectsJ, OOSTERMAN Special assignments: 1970-1974 Indonesia: Senior Project Engineer, Prosida-B Irrigation Project In charge of: - planning and design of 3 major weirs including sediment exclusion works - design for rehabilitation of 15 weirs and sediment exclusion works - assistance and advice for 10 model investigations of river structures, concerning sediment entry, scouring problems and river training - planning and design of new main canals and rehabilitation of exist ing main canals - design of river training and drain age works - preparation of specifications and bills of quantities - training of counterparts 1974-1977 Republic of Korea: Nakdong River Basin Delta Study Resident engineer charged with: - coordination of the team - preparation of reports - determination of municipal and industrial water requirements - preparation of design criteria for all recommended structures - determination of design features and preparation of preliminary de sign and cost estimate for propo sed barrage construction in the estuary of the Nakdong river - preparation of the preliminary set-up of a system for Basin Water Management operation - setting-up of training programmesJ. OOSTERMAN Zambia: Project director Kafue Flats Hydrological Survey - coordination and reporting - mathematical models - river engineeringCURRICULUM VITAE C.M. DE WIJS Family name: DE WIJS First names: Cornells Maurits Year of birth: 1939 Nationality: Netherlands Education: Languages: 1964 M.Sc. degree in Irrigation Agronomy Agricultural University, Wageningen, The Netherlands. Special subjects: Hydrology, land-use planning 1967 M.Sc. degree in Hydrology, University of Guelph, Ontario Canada English, French, German, Dutch Present position: since 1976 Senior Geo-hydrologist, Structural and Geotechnical Engineering Department, DHV Consulting Engineers, Amersfoort, The Netherlands Employment record: 1960-1962 Assistant Lecturer, Agricultural University, Wageningen 1965-1967 Research assistant, University of Guelph, Ontario, Canada2 C.M. DE WIJS 1967-1970 Hydrologist, H.G. Acres and Company Limited, Niagara Falls, Ontario, Canada 1970-1972 Professional officer, Department of Agricultural Technical Services, Pretoria, South Africa 1972-1974 Hydrologist, Department of Water Affairs, Pretoria 1974-1976 Lecturer, Hydrology Section Department of Soil Sciences University of Amsterdam, The Netherlands 1976-1979 Hydrologist, DHV Consulting Engineers Amersfoort, The Netherlands 1979-present Systems Analyst, (specialized in Water Resources) automization department, DHV Consulting Engineers Professional experience: 1960-1962 topographical and hydrological survey work related to agronomy studies 1965-1967 Canada Stream gauging and hydrological evaluation of watersheds 1967-1970 Canada Statistical analyses of precipitation and runoff-data (frequency ana lyses, correlation analyses and flow duration studies); ice-stability studies; flood routing; operation studies of reservoirs in connection with hydro-power development; back water calculations; flood forecasting and design of surface drainage schemes3 1970-1974 1974-1976 1976 1977 C.M. DE WIJS Southern Africa Research in Agro Hydrology (water use of plants, infiltration studies and drainage studies); planning of a sub-surface drainage research pro ject for a semi-arid region Statistical analyses of precipitation- and runoff-data (i.a. special study of the use of principal components in multiple linear regression analysis); operation studies of reservoirs in connection with irrigation (consider able attention being paid to generat ed streamflow as input for operation studies); The Netherlands Lecturing in basic statistics. Sta tistical methods in hydrology and surface-water hydrology; organisation and supervision of hydrological fieldwork in the Netherlands and Italy; assisting students in the writing of reports; organising hydro- logical excursions; giving seminars on different hydrological subjects Indonesia: Hydrologist in Six Cities Drinkwater Project. Evaluation of riverflow, groundwater potential of shallow and deep aqui fers Zambia: t t . As hydrologist involved in initial studies required for the Kafue flats Hydrological model4 C.M. DE WIJS 1978 Burundi: Imbo Centre Irrigation Project, Geo-hydrological survey for the feasibility of dam and irrigation project 1978-1979 Tanzania: Hydrologist, Morogoro Water Supply Domestic Plan, immediate and long term development of water resources for the Morogoro Region - inventory of surface water resources - study of low-flow, including detailed study of a mountainous catchment 1979-1980 The Netherlands: Hydrologist of a team involved in constructing a deterministic computor- model of the Lake Tharthar hydraulics system (Lake Tharthar and the lower Euphrates - Tigris reaches - Irak) and carrying out operation studies of the above mentioned system June 1980CURRICULUM VITAE F.W. CROON Family name First names Year of birth Nat ionality Education Main discipline Present position Professional affiliations CROON Frank Willem 1941 Dutch M.Sc. degree at the Wageningen University, The Netherlands, in 1967 Land and water use Land and water use engineer with EUROCONSULT As EUROCONSULT has been charged with the management of ILACO, GRONTMIJ INTERNATIONAL, BISH INTERNATIONAL and TDC, Mr. Croon is available for assignments undertaken by these companies Member of the Netherlands Institute of Agricultural Engineers Member of the American Society of Agronomy Member of the Soil Science Society of America Command of languages Employment record 1967 to date Excellent good adequate : Dutch (mother tongue) : English, French, German : Spanish, Portuguese, Swahili EUROCONSULT, Arnhem, The Netherlands2 1965 1967 - 1972 Curr. vitae F.W. CROON (cont’d) Professional experience record Senega 1 Establishment of a pilot polder for research on desalinization of coastal swamps and formulation of a research programme. Senegal Reclamation of salt-affected coastal mangrove swamps in the Lower Casamance area: - design and construction of a drainage system for desa linization; - identification of reclaimable areas; - study of seasonal salinization and desalinization; - design and construction of gravity and sprinkler irrigation systems taking into account drainage requirements. For rice and banana cultivation: - cost calculations of irrigation systems; - introduction of new practices: use of fungicides and insecticides, fertilizers, animal traction, certified improved seed; - establishment of new cooperatives and revival of existing cooperatives; - guidance in the utilization of farm credit; - similar activities in the field of banana growing, packing, transport, handling and marketing; - expansion of the rice and banana acreage in full cooperation with the local farmers. 1972 - 1975 Kenya Ahero Irrigation Research Station: as irrigation and drainage engineer in charge of studies and experiments on irrigated agriculture in general and on rice and sugar-cane in particular. Items investigated: - crop water requirements; - irrigation methods for sugar-cane and rice on heavy black clay soils; - bogging down of tractors during land preparation of rice fields; - levelling of rice fields; - zero cultivation of rice fields; - land preparation for rice; - land preparation methods for sugar-cane; - harvesting and transport systems for sugar-cane; - land levelling for sugar-cane; ’• suit balance on an irrigated rice project and sugar-cane fields. —2a I me Curr. vitae l-’.W. CROON (cool’d) Professional experience record Xu? Ter >U3e °£ the Ahero Rice Pilot Sc»>e (2000 acres) and establishment of design criteria and layout for the 2000 acre Kano West Pilot Scheme, including the reclamation of swamps along ‘ of Lake Victoria. the shores Simplification of the research their application by the local manuals for the field staff. results to irrigation facilitate extension 976 1976 1976 1976 1977 Mozambique Evaluation of the plans for the Corumana dam and Incomati Valley Irrigation Project and recommendations to the Authorities on planning and organization of irrigation projects. Kenya Assisting the Inter Church Coordination Committee for Development Projects (ICCO) in defining a policy for assistance to small-scale irrigation schemes. Liberia Lecturer in the Rice Water Management Course organized by the West African Rice Development Association (WARDA) in Monrovia. Ecuador Proyectos Nuevos Ingenios Azucareros; reconnaissance for and planning of a sugar estate of 10 000 ha including a soil suitability survey, determination of irrigation requirements and techniques, layout of fields and estate, and estimates of investments and cost of operation. Tanzania Kiberege Maize Project: evaluation of the possibilities for creating a mechanized rainfed maize production farm of 2000 ha in the Kilombero valley. Preliminary design and cost estimates of road, drainage and flood protection infrastructure, based on available topographical, hydrological and meteorological data.2b y// Curr. vitae F.W. CROON (coat’d) Professional experience record Burundi Mosso Sugar Project: evaluation of possibilities for creating a 2000 ha sugar-cane estate in the Mosso area. Preliminary design of road, irrigation, drainage and flood protection infrastructure, interpretation of soil suitability data and cost estimates. Preparation of a feasibility study. I 1977 - 1981 Peru National Plan lor the Rehabilitation of Coastal Valleys (Planrehatic). Leader of an advisory team to the National Organization charged with the rehabilitation of coastal valleys. Engaged in: - detailed design of drainage and irrigation systems and road infrastructure; - preparation of tender documents for work; - detailed studies and advice on field drainage desalination, leaching, etc.; - studies on operation and maintenance of irrigation I systems and on extension services; - preparation of tender documents for the purchase of maintenance equipment; - coordination of all design work, preparation of I tender documents and contract management of drainage pumping stations; - proposals for use of horizontal well pointing; - coordination of preparation of a computer programme I I for and implementation of land levelling; - preparation of design manuals, etc. I I I I I I1965/66 1965/66 1966 1967 Kali, 85, Curr. vitae F.W. CROON (cont’d) Technical publications Report on the Reclamation and Drain age of the Lower Casamance Area, Senegal (Dutch) 3 1972 The measurement and calculation of the irrigation water requirement Some aspects of potential acid-sul- phate mangrove swamp soils Financial-economic feasibility of agricultural water resource projects in developing countries Aanleg en bemesting van bananen- plantages in Zuid Senegal (Layout and fertilizing of banana planta tions in South Senegal) World Crops, January/February 1978 Zero tillage for rice on vertisolsCURRICULUM VITAE S.F. POSTMA Family name: First names: Year of birth: Nationality: Education: 1964 1965 Languages: Professional affiliations: Present position: since 1973 Employment record: 1964-1967 POSTMA Sippo, Frans 1936 Netherlands M.Sc. degree in economics, Agricultural University, Wageningen Special subjects: agro-economy and rural sociology of developing countries Post-graduate course on interpre tation of aerial photographs, Delft University of Technology, The Netherlands English, French, German, Spanish, Dutch Member of the Netherlands Institute of Agricultural Engineers in The Netherlands (NILI) Senior Economist, Head Economics Department DHV Consulting Engineers Amersfoort, The Netherlands Project Economist, Grontmij BV, Consulting Engineers, The Netherlands2 S.F. POSTMA 1967-1970 Agro-Economist with the Tunisian Irrigation Authority concerned with the development of the Medjerda Valley 1970-1973 United Nations Development Program me Expert in sector planning at the Ministry of Planning in Tunisia Professional experience: 1964-1965 Jamaica: Project Economist concerned with the economic justification of the development of the Black River Morasses (IBRD) 1965-1966 Netherlands Antilles: Member of a multi-disciplinary team concerned with the industrial, agricultural and touristic develop ment of the leeward islands Aruba, Bonaire and Curasao 1967-1968 Tunisia: Studies in cooperization of Tunisian agriculture: investment programmes, creation of employ ment, forecast of revenus (IBRD) Algeria: Feasibility studies of drainage measures of the Habra citrus project near Oran 1968-1970 Tunisia: Economic evaluation and prepara tion of bankable reports for large irrigation schemes in the Medjerda valley, (ADB and the Kuwait Fund for Arab Development) Greece: Economic justification of rehabili tation schemes of the Salonika development scheme (OECD)3 1972 1973 1974 S.F. POSTMA Tunisia: Forecasting and evaluation a posteriori of Tunisian Agricul tural production. Forecasting and following of public and private investments in Tunisian Agriculture Tunisia: Evaluation of projects proposed for the capital budget of the Tunisian Government, estimation of shadow rates for foreign exchange and unskilled labour wages Tunisia: Preparation of the agricultural sector plan 1973-1976, Ministry of planning Netherlands Antilles: Feasibility of production project of high quality vegetables in Curasao (EEC) Senegal: Economic evaluation of the priority of investments with regard to all possible drinking water resources for Dakar (WHO) Tunisia: Least cost location for 3 purifica tion systems for Tunis and its 12 suburbs. Computerized calculations to deter mine future tariffs to cover local and external debt services Liberia: Traffic forecast of agricultural and forestry products through the four ports of Liberia. Selection of most attractive development strategy based on total transport cost from origin to destination (IRBD)4 S.F. PQSTMA 1975 Kenya: Chief economist for a 300 km road and bridge feasibility study near the Tana River (Ministry of Works) 1976 Tanzania: Roadprojects in the Mwanza and Shinyanga Regions (80.000 km2). Feasibility of a highway (250 km) and of badspot improvement in secondary and feeder roads (D.T.A.) Indonesia: Economic feasibility of the master plan for watersupply of six cities in Sumatra, Java and Ternate (D.T.A.) 1977 Korea: Economic evaluation of alternative solutions for water conservation structures for the Nakdong River Basin Delta economic feasibility study (F.A.O.) Surinam: Feasibility of establishing alu minium industry in Western Surinam including hydro-electricity and evaluation of costs of land, river and ocean transport 1978 Yemen Arab Republic: Chief Economist in the Wadi Rima irrigation improvement scheme. Application of advanced techniques or risk-analysis on costs and bene fits of annual variation of flood irrigation (D.T.A.) Portugal: Senior Economist to assist a mixed team of DHV and a Portuguese econo mic consultant in preparing the feasibility report on a new container terminal in the port of Lisbon5 S.F. POSTMA 1979 Chad-Cameroon-Nigeria-Niger: Economist in an international group of experts for the preparation of a long term development plan for the conventional Lake Chad Basin, sponsored by UNDP. 1979 Mozambique: Analysis of benefits and costs of urban surface drainage project with accent on health aspects 1979 Methodological assistance to Indian consultants on the economic analysis of sewage treatment of eight cities in India 1980 Yemen Arab Republic: Development economist for a regional development plan combined with economic analysis of a number of irrigation and drainage projects in the Wadi Rasyan catchment area November 1980Family name First name Year of birth Nat ionalitv Education Main discipline Present position CURRICULUM VITAE P. TEN HOVE TEN HOVE Paul 1935 Dutch M.Sc. degree of the Wageningen University, the Netherlands, in 1962 Agriculture in the (sub)-tropics Professional affiliations Command of languages Employment record 1962-1964 1964 to date Senior agronomist with EUROCONSULT As EUROCONSULT has been charged with the management of ILACO, GRONTMIJ INTERNATIONAL, BISH INTERNATIONAL and TDC, Mr. Ten Hove is available for assignments undertaken by these companies Member of the Royal Society of Agricultural Science Excellent : Dutch (mother tongue) good : English, French, Spanish Koninklijke Nederlandsche Heidemaat- schappij, Arnhem, the Netherlands EUROCONSULT, Arnhem, the NetherlandsCurr. vitae P. TEN HOVE (cont’d) Professional experience record 2 1962-1964 the Netherlands 1964-1966 West Pakistan 1967 Jordan 1967-1968 Rwanda 1968 the Netherlands 1969-1974 Kenya Stationed at the District Office, Province of Guelderland, as an as sistant to the District Officer: engaged in design work, planning and co-ordination of the various phases of the work to be carried out. Indus Basin Survey, IBRD-project. As an agriculturist charged with the collecting and processing of data on agriculture in the Punjab. Jordan Valley Project. Engaged as an agriculturist in a field survey of the Jordan Valley (200,000 acres); analysis of present irrigation practices and agriculture as well as evaluation and planning for the future. Pyrethrum Project, Rwanda (22,000 acres). European Development Fund project (E.E.C.). Engaged as an assistant project manager in the selection and multiplication of and distribution to the farmers of py rethrum plants and of improved food crop seeds; agricultural extension work; project manager in charge of the local personnel, equipment and administration of the project funds. Jordan Valley Project; engaged in re porting work on the project at ILACO’s head office to incorporate the comments of the Jordan River & Tributaries Regional Corporation on the draft report into the final version of the report. Ahero Irrigation Research Station, first assigned as agronomist, later on as project manager. Responsible for the Station’s research activities serving to support the irrigated rice schemes of the National Irrigation Board in Western Kenya. Applied re search has been carried out on the selection and introduction of new rice varieties resistant to rice blast dis ease. The research programme also in cluded sugar-cane, oil seeds and grain legumesCurr. vitae P. TEN HOVE (cont'd) Professional experience record 2a 1974 Oman Participated as agronomist in a study for establishing a master plan for regional development 1974 Nigeria Pre-feasibility study of the Cross and Imo river basins: identification of projects 1975 - 1976 Panama Proyecto para el desarrollo integral del Bayano: as an agronomist/member of the resident ILACO team engaged 1976 Indonesia 1976 “ 1977 Indonesia 1977 - 1979 Indonesia in the preparation of an evaluation report and subsequently in a prefea sibility study on the rehabilitation of a 40,000-ha area in the Pacora- Chepo region. At present upland rice and sugar-cane are grown in the area. The project envisages the establish ment of a large-scale mechanized enterprise with two irrigated rice crops a year Technical member of a Dutch Technical Aid Mission for the preparation of a transmigration project in North Bengkulu, Sumatra: formulation of a new and more comprehensive concept of a project for setting up an orga nization capable of developing an area of 180,000 ha gross in th.e North Bengkulu district by implementing transmigration projects Bengkulu Transmigration Project: participated in feasibility studies for the first stage of the project (Kuro Tidur) Bengkulu Transmigration Project: Appointed as leader of a team of experts, undertaking semi-detailed studies for the Transmigration Area Development Project. These studies aimed at assessing the capacity of the northern part of Bengkulu province to accommodate farmers from Java and Bali. The studies comprised topographical and soil surveys, agronomical, eco nomic and sociological investigations.2b 1979 1979 1979 1980 Curr. vitae P. TEN HOVE (cont'd) Professional experience record Tanzania General Identification Mission for I.F.A.D. Rome. Agronomist on a mission for identifying projects which meet the requirements as set by the Inter national Fund for Agricultural Development for f inancing Mali Identification Mission Diakite. Member of an iden tification mission charged with the formulation of an agro-industrial project for the cultivation of groundnuts, maize forage, and cotton, for cattle fattening in feedlots and processing of oilseeds. Oil-cake will be fed to the cattle and manure will be applied to crops. On the agro-industrial project a feasibility study will be made Trinidad Agronomist member of a mission charged with deter mination of surveys, studies and technical assistance required for early improvement of less succesful agricultural development projects Guinee Bissau Reconnaissance study on the economic rehabilitation of the Buba and Tombali Regions:responsible for the identification of agricultural projects in the provinces of Quinara and Tombali which could be initiated by the European Development Fund of EEC. 1980 Upper Volta Identification Mission "Vallee des Lacs". Leader of a DTH (Dutch Technical Aid Programme) mission to study the possibilities for developing the "Vallee des Lacs", situated North-West of the city of Kaya. 1980 Kenya Coordinator of a team charged with a study on the integrated development of the Yala area; as a research agronomist responsible for the planning of < pilot project in the area. (The study was financed by the Dutch Government and undertaken under an agreement with the Government of Kenya.)CURRICULUM VITAE E.F. DU MAINE 4 J J J J 1 I I I 1 fl 4 4 Family name First names Year of birth Nationality Education Main disciplines Present position Professional affiliations Command of languages Employment record 1949 - 1953 DU MAINE Egidius Fransiscus 1923 Dutch M.Sc. degree in Chemical Engineering, King’s College, London, 1946 Food technology and marketing Specializations: - Development of small-scale enterprise ” Starting up of new production lines - Marketing techniques - New food technologies - New food compositions Agro processing specialist with EUROCONSULT As EUROCONSULT has been charged with the management of ILACO, GRONTMIJ INTERNATIONAL, BISH INTERNATIONAL and TDC, Mr. Du Maine is available for assignments undertaken by these companies Member of: - Institute of Chemical Engineers, London - Institution of Marketing, Cookham/ Berkshire Excellent : Dutch (mother tongue) good : English, German 1953 - 1958 adequate : French Naarden International, Naarden, The Netherlands: makers of flavours, fragrancies, perfumes and essential oils Industrial group NIMAF, Amsterdam/ Jakarta. Comprising: alcohol/yeast factory, edible oil factories, can manufacturing plant, printing factories fermentation plantsCurr. vitae E.F. DU MAINE (cont’d) la >958-1975 1975 to date Nestle Food Group, Switzerland, comprising: - Nestea, Nescafe, Nesquick for instant products - Findus: deep freeze - Sarotti, Nestle, Cailler: chocolate - Catering, Vending companies - Maggi, Crosse and Blackwell: soups, gravy, fish - Vittel: water - Nestle: milk products - Alete: baby food products - Libby: vegetables, fruits - Locatelli: cheese EUROCONSULT, Arnhem, the NetherlandsCurr. vitae E.F. DU MAINE (cont’d) Professional experience record 1949-1950 the Netherlands 2 Assigned to the new products development department. 1950-1953 India As senior engineer stationed in Bangalore with the establishment of a plant for the and charged production of essential oils 1953-1958 Indonesia Attached to the NIMAF Jakarta-branch as adviser on pro cessing plants of yeast and alcohol, spirit and coconut oil; canning lines, tinplate-printing, fermentation, arrack production and offset printing. Later manager of the yeast/alcohol factory in Modjokerto. 1958-1960 Europe Management training in factories of the Nestle Food Group - the Swiss factory of milk and chocolate products - the Dutch factory of milk and coffee products - the French factories of coffee, chocolate and instant products - the German factory of milk and baby food - the Swiss factory of seasoning product's, soups and canned products for export - the Austrian factory of seasoning products At Nestle’s main office in Switzerland took courses in : - management - organization and operation research - standard costing 1960-1962 Germany Assistant to the manager of a food processing factory with 3,000 employees, mainly engaged in the follow-up and implementation of new products in close connection with marketing 1962-1964 the Netherlands Assistant manager of a soup processing factory, mainly engaged in the modernization of the production organization into a more marketing-oriented oneCurr. vitae E.F. DU MAINE (cont’d) 2a Professional experience record 1964-1973 Germany Chief of the new Nestle Instant Products Department: - trying out new products in German factories for the European market - contracts with the Development Centre in Switzerland - engaged in research technology and production in various countries - investment costs calculations Some of the successful new instant products were: freeze-dried coffee, instant teas, baby food products, instant lemonades for catering and vending 1973-1975 Germany Assigned to the Technical Development Centre in Germany for the entire Nestle Group 1975 Egypt As an agro-industrial processing specialist assigned to the Masterplan study for the Coastal Zone of the Western Desert. Engaged in the formulation of an olive oil industry and its integration into the existing olive oil industry (International Olive Oil Council) in the mediteranean area 1976 Iraq Abu Ghraib Rural Development Project near Baghdad: elaboration of a programme for the development of agro industries for the processing of agricultural produce to be expected from the project area; evaluation of exis ting industries such as: a sugar factory, animal feed mills, a dairy factory, an oil extraction plant and a cannery and their integration in the development programp 1976 Morocco Haouz Irrigation Development Project (around Marrakech): study on the development of small-scale agro-industries for the production of olive oil, canning, ginning of cotton, extraction of cotton oil, production of animal feeds, collection of milk and production of dairy products Evaluation of sugar industryCurr. vitae E.F. DU MAINE (cont'd) Professional experience record Bangladesh Survey of cottage and agro-proce9sing industries in Serajganj sub-division, Pabna district, to identify employment opportunities for the rural poor with the emphasis on the indigenous cottage (weaving) industry with a view to rehabilitate thousands of hand looms Suriname Long-term Integrated Agricultural Development Project: formulation of a programme for the development of inte grated agro-industries e.g. processing of rice (including parboiling and marketing), cattle feed industry including vegetable oil industries (coconut, groundnut), storage facilities for agricultural crops, processing of fruits and vegetables, meat and fish processing, dairy industry and leather industry. Yemen Arab Republic Livestock Credit and Processing Project. Planning, layout and design of milking parlours on eight dairy farm projects for 50-100 cows per farm; design of the first two projects including detailed designs of the installations in the milking bails and milk rooms; advice on the schedule for tendering Morocco Consultancy to Dar al Handash in Rabat on the identifica tion and evaluation of possibilities for investment in agro-industrial development projects within the framework of the 1978-1983 Target Plan for Industrial Development. Studies were made on: grains, sugar, canned fruits and vegetables, dairy products edible fats and oils, animal feeds Sudan Gash horticulture and livestock project: - collection and evaluation of agro-industrial data of the Gash delta area - preparation of a development (including extension) programme for an existing onion dehydration factory - study on the possibilities of the construction of a packaging hall of fresh fruits and vegetables for exports to Saudi Arabia 2bCarr. vita* F.F. DU MAIWI (coat'd) Profess! experience record - rec'^Mender inn• ~n the machinery md equipment far the dehrdreticn fsctorv and the food research centre in Lassala Saadi Arsbis 2c Zughbiya Fam Livestock Project Unayza rnear Baraida): V^b*r of s tear to evaluate the technical feasibility of a dairy unit and integrated vegetable production on an SOO-ha fam. Engaged in: • preliminary design of stables, stores and a milk parlour - 11 Ik distribution system connected to a milk factory mder construction in 3uraida - phasing of construction over a 5-year period - storages of vegetables and fruits - preparation of cost estimates of above facilities • alfalfa pelleting. ■ • Germany Grass carp breeding programne: Establishment of an experimental grass carp breeding unit in 3aktim, Egypt. The grass carps will be used to control aquatic weeds in large watercourses. Liaison was maintained with a grass carp hatchery in Dinkelsbuhl in South Germany and the 3akt in experinental station to guarantee a regular supply of ripe carps (induced spawning), fish breed and finger lings Malawi Leucaena project: processing, transport and marketing specialist in a team of Malawi Bank,FAO and EUROCONSLLI experts to study the feasibility of processing protein rich Leucaena leaves into livestock feed and establishment of a pilot project of 400 ha .977 to date Ethiopia Shola Dairy Development Project: routine visits (each 4 months; for consultancy, control and supervision of construction of expansion and renovation of the Shola Dairy Industry in Addis Ababa to increase the daily milk intake from 30 000 l.in 1977 to 150 000 1. in 1980* .979 to cate Bangladesh Minor Flood Emoankment and Drainage Improvement Projects to cope with the accelerated agricultural development improved techniques of drying, storing and processing of agricultural produce were recommended. Much attention was thereby given to labour intensive methods and the use of local materials; small-scale industry development.Family name First name Year of birth CURRICULUM VITAE G. BOS BOS Gerrit 1925 Nationa1i ty Dutch Education M.A. degree in non-western sociology at the Free Reformed University, Amsterdam, The Netherlands, in 1970 In 1970 registered as a Netherlands Professional Engineer in tropical agri culture Main disciplines Sociology, Anthropology Present position Senior sociologist; agronomist, specialised in sugar-cane with EUROCONSULT Professional affiliations Command of languages Employment record 1950 - 1966 1966 - 1970 1970 to date As EUROCONSULT has been charged with the management of ILACO, GRONTMIJ INTERNATIONAL, BISH INTERNATIONAL and TDC, Mr. Bos is available for assignments undertaken by these companies Member of the Royal Society of Agri cultural Science Advisory member, Society for Scien tific Research in the Tropics Member of the Netherlands Socio logical and Anthropological Society, Section for Cultural Anthropology and Sociology of non-western peoples Excellent: Dutch (mother tongue) English adequate : French, German, Indo nesian, Ethiopian (Am- haric) H.V.A.- International, Amsterdam, The Netherlands R.C.M.A., Amsterdam, The Netherlands EUROCONSULT, Arnhem, The Netherlands1 nr r it** BOS front’d) 2 f*mf i n>ni» I *wp»ri*»ncp record <*M) IWV, I «ia IBM. i«M.» I t h I opu IBM)- 1970 Suriname 1967 Suriname 1971-1974 Africa 1971 Iran 1971-1973 1972 Kenya Tanzania Technological assistant in sisal-, abaca- and palm oil factories on Sumatra. Production manager of a palm-oil ext rail ion plant. Wonji-Shoa and Metahara irrigated sugar-cane estates: - division manager; supervision of plantings and guidance to and training of field personnel; - labour relations officer; - officer with the Agricultural Re search Department; engaged in soil investigations and irriga tion experiments Up to 1968 field manager at a sugar-cane estate (rainfed) in Suriname. As from 1968 general manager of the estate responsible for both crop production and processing of sugar and alcohol Sociological study among the Trio Indians in Southern Surinam Assisting the managing Director for Africa in managing projects in Kenya Tanzania, Uganda, Egypt, Sudan and Ethiopia Short-term visit as sugar-cane spe cialist to assess the availability of sugar-cane bagasse for the paper industry at Haft Tappeh Cane Sugar Project (IBRD/IFC assignment) Short-term visits to advise on sugar cane growing at the Hola and Ahero Pilot projects Sociologist, Mkondoa-Wami River Basin study; subjects studied: anthropology, demography, sociology, in view of agricultural development potentials (rainfed and irrigated)Curr. vitae G. BOS (cont’d) Professional experience record (cont’d) 2a Kenya Uganda Teaml eader/soc io 1 og i s t/organ i.zat ion and management expert - Tana River Feasibility Studies covering 2,400 ha (Masinga Area) and 4,000 lia (Bura Area) intended for irrigated agricul ture Subjects studied: anthropology, demography, social aspects of irri gated agriculture, and organization and management of irrigated cotton schemes (centralized management - tenant farming) Teamleader of a mission studying the requirements for reception and rearing Friesian stock, to be imported Trinidad and Tobago Analysis of rainfed sugar-cane pro duction by outgrowers in Trinidad in an area of 44,000 acres, supplying 700,000 to 1,000,000 tons of cane annually. Items studied: current agricultural practices and recommen dations for improvement; costs of production and farm economics, and Kenya Morocco Sudan institutional support (IBRD-financed assignment) Advice on the adjustment of the orga nization of the National Irrigation Board in view of the implementation of a large irrigated agricultural project (14,000 ha), in the Lower Tana area and on the organization and management of this project Advice to the Ministry of Agriculture on agronomic aspects of irrigated sugar-cane growing, and mechaniza tion of cane harvesting, loading and transport, in the Gharb area Participation in an identification mission as anthropologist/sociologist to advise the Ministry of Agriculture, Southern Region, on the social aspects of participation of Nilotic pastoral ists (Dinka) in the proposed irriga tion development project in the Pengko PlainCurr. vitae G. BOS (cont'd) Professional experience record (cont'd) 2b 1975 Sudan 197b Sudan 197b 197b Sudan Iraq 197b Sudan 1977 Burundi 1977 1977 Sudan Burundi 1978 Sudan Teamleader/anthropologist and organi zation and management expert - Pengko Plain Prefeasibility Study covering 40,000 ha gross; assessment of the development possibilities of irri gated mechanized agriculture Teamleader/agricultural planner of the Jonglei Pilot Scheme study, for the establishment of an 800 ha pilot scheme for irrigated and rainfed agri culture Manager of the Pengko Pilot Project (Phase 1) under construction, near Bor Advice on organization, management, personnel requirements and training of the Abu Ghraib Agricultural Ad ministration, responsible for 166,000 ha (net) of irrigated lands Sociological investigations (first phase) among the labour force (some 100 people) of the Pengko Pilot Project and Dinka pastoralists living around the project as a first step for further sociological, socio-economic and agro-economic surveys Teamleader/sugar-cane agronomist of the feasibility study (phuse 1) on the establishment of the Mosso sugar cane project Sociological investigations (second phase) among the labour force of some 260 people of the Pengko Pilot Project Teamleader/organization and management expert of the feasibility study (final stage) on the establishment of the Mqsso sugar-cane project Sociological investigations (third phase) among the Dinka pastoralists around the Pengko Pilot Project, especially into the level and intensity of various social services (human and cattle healthcare,. education, water supply, etc.)('iiTi . vitnv G. ROS (rent’d) rtofrssion.il ••xprrirnco record 11 .iq So< io1oginI/org.mization and management adviser of the lskandariya Iirigation Project Feasibility Study (16,000 h.i net). Subjects studied: demography, man- power tcquirrments , health and education facilities, cooperatives, project organization and management Sudan Pengko Pilot Project: Sociologist advising on social aspects of agro-economic investigations among the Bor Dinka pastoralists Sudan Sociological investigations (fourth phase) among the labour force of some 210 people of the Pengko Pilot Project Gabon Agricultural Development Project: Sociologist on a team charged with a study on the production of plantain banana, arrowroot, taro, fruits and vegetables by small farmers in areas East and South East of Port Gentil to supply the town area Sudan Kongor Integrated Rural Development Project: Project manager/organization and management adviser of a team charged with planning of activities for above project, among the Kongor Dinka pastoralists Thai land Malaiman Irrigation Feasibility study in an area of 150,000 ha. Organization adviser for sugar-cane growing by small farmers; organization of inputs, harvesting, transport, milling and other aspects Sudan Advice on ongoing anthropological anj socio-economic investigations among the Bor Dinka pastoralists Sudan Bor Development Project: Teamleader/Socia1 planner of a team charged with planning of Dutch technical assis tance in development activities undertaken among rural and urban Bor Dinka 2c >> Curr . vi,i,e C. BOS (cont'd) imho Sessional experience record Sudan --erring Later (Nile” flc ? hydrology, elimiloloev h ° r ’ creeP R laati°nS agencieS In stock ml “’natology, bunding, water for man, live- l 8 flow, drainage, Pi nos 1 liiposals lor further activities (two missions, V”'" ? *'] 1 ll,e J,,nKlei area ' a,ld to dra£t I 9 HO 1980 1980 1980 1981 1981 FAO assignment). 1 raq Sociologist/Organization and Management Adviser of a team engaged in a feasibility study on the Shimal (slezira) Irrigation Project of 25 000 ha net. Subjects studied: demography, manpower, social services , project organization and management. Sudan Sociologist and Organization and Management Adviser on a team studying the feasibility of large and small- scale development in agriculture and animal husbandry in the Pengko Plain. Kenya Sociologist/Rural development specialist on a team studying the integrated rural development of the Yala area of some 160 000 ha, mainly for rainfed and in the future partly for irrigated agriculture. Cuyana Rural development specialist on a team studying the integrated rural development of the East Bank of the Berbice River, mainly for rainfed agriculture. Sudan Project manager/Team leader/Sociologist of a team carrying out the Kongor Flood Protection Surveys. Subjects studied: population, historical traditional dyke systems, historical settlements and resettlement (FAO assignment). Thai 1 and Sociologist on a team studying the flood protection and irrigation in Basin (UN-ESCAP-Mekong Secretariat) feasibility of the Lower Mun-ChiI MHI Curr. vitae G. BOS (cont'd) Professional experience record Thai land Organization and Management Adviser on a team studying tin* (establishment of a pilot scheme for irrigated sugar-cane in the Malaiman area. Kenya Sociologist on a team charged with planning of integrated rural development in the Yala area, Si aya District. 2e I I I I I I 1Curr. vitae G. BOS (cont’d) Technical Publications 3 1967 Marienburg - Suriname, pp.27 (in dutch) 1973 NWI Gids, 49 (3) p. 143 - 163, plus 5 p. ill. (in dutch) 1975 Mededelingen Surinaams Mu seum, 14/15, p. 10-14 (in dutch) 1976 De Surinaamse Landbouw 24 (2/3) p. 99-103 (in English) Sociological notes on the Trio Indians Communal huts among the Trio Indians Lodewijk Schmidt and his contributions to the anthropology of the upland Indians in Surinam Factors influencing the fibre content of sugar-cane; a reviewFamily name ''ivst name 'fvav oi bivih Nationali t y Value at ion Main di sc ip1i no Present position Command of languages CURRICULUM VITAE U. APPELMAN APPELMAN Ilans 1923 Dutch M.Sc. degree of the Wageningen University, The Netherlands, in 1950 Animal husbandry Senior animal husbandry specialist with EUROCONSULT As EUROCONSULT has been charged with the management of ILACO, GRONTMIJ INTERNATIONAL, BISH INTERNATIONAL and TDC, Mr. Appelman is available for assignments undertaken by these companies Excellent : Dutch (mother tongue) good adequate : Sp : English, French, German anish, Indonesia n Employment record 1950 - 1954 Government Poultry Experiment Station, Beekbergen, The Netherlands 1954 - 1955 Ministry of Agriculture, Animal Husbandry and Fisheries, The Netherlands 1955 - 1962 Ministry of Agriculture, Animal Husbandry and Fisheries, Paramaribo, Suriname 1962 - 1963 NOVIB (Nederlandse Organisatie voor International Bijstand), The Nether lands 1963 Wageningen University, The Netherlands 1963 to date EUROCONSULT, Arnhem, The Netherlands I I ICurr. vitae H. APPELMAN (cont'd) Professional experience record I Bangladesh 1976 r i f Colombia 1968 Egypt 1975 and 1976 1975 r i I I 1 Indonesia 1969 1972 1973 Development of livestock (primarily draught cattle) and fisheries in open and closed waters in the Kazipur, Serajganj, Rayganj and Ullapara thanas, Sub-division Serajganj (Asian Devel opment Bank assignment) INCORA Development Projects Norte de Santander I, Bolivar I and Cordoba. Establishment of demonstration farms for beef production Regional Master plan study for the Coastal Zone of the North-Western Desert. Development of sheep, goat and poultry production in the desert area and of the Daba* Irrigation Scheme for the production of irri gated fodder- and feed grain crops. Damietta Livestock Project: feasibility study on large-scale and small-scale dairy production from Holstein-Friesian cattle on 6,000 feddans of irrigated fodder crops in the Lake Manzala Polder near Damietta Agricultural Development Project, Lombok; studies of and recommenda tions on the further development of animal husbandry under a mixed farm ing programme Pre-investment study for the produc tion of eggs, broilers, beef and pork for the international tourist hotels on the island of Bali Jratunseluna Feasibility Study, Cen tral Java: engaged in studies of the development and integration of ani mal production in irrigated and rain- fed agriculture as well as the devel opment of fisheries in brackish water ponds, sweet water ponds, reservoirs rice fields and rivers of the pro ject areaCerr. vitae M. AF71.LXAS (coat'd -•'rofea»ic®a. ezp^rieocc record coat'd lrar» 1973 jfe *_'xxi-4i i ic. *_* -ic. aCi. _c xb zcjc ie— 1 ou la 1974 Iraq 1976 Jordan 1967 Lenya 1965 re.seller.-. ,: sc.na. 7 the Gert area, E.ktac «u. ialar-jr-sca^. Province ...................... ^.run -.ch KA~ loteroat local . iogagec iu a re _o<uiai stance for es tablishing large-scale dairy produc tion with Friesian cattle in the Arar region 1970 Laos 1969 Liberia 1974 Madagascar 1970 Abu Ghraib Irrigation Sir. tut, Central Iraq: study and forailatiuu of a plan for the development of dairy, uutton, egg and broiler production Agro- and socio-economic studies in the Jordan Valley; integration of dairy production into irrigated agri culture Survey of the irrigation potential of the Lower Tana River Basin; study on beef and milk production on irri gated fodder crops. Elephant survey of the area Upper Tana re-appraisal study; study of the animal husbandry and fisheries potential Preparation of an agricultural devel opment programme for the Vientiane Plain. Evaluation of present and future animal husbandry and fisheries conditions (Asian Development Bank) Seconded to AHT (Agrar und Hydrotech- nik, Germany) to take part in a feasibility study of integrating ani mal production (N’dama cattle) and introducing inland fisheries (in ir rigated areas) into the agricultural development of Upper Lofa region (IBRD assignment) Lac Alaotra Polder Project; study on dairy production and feedlot fatten ing in the proposed Lac Alaotra polderCurr. vitae II. APPELMAN (cont’d) 2b Pro fessional experience record (cont’d) Malaysia 1967 Regional economic development plan for the State of Trengganu: study on the development potential of animal production and wild life Mexico 1974 Member of a UNDB/IBRD mission to ad vise the Plan Nacional Hidraulico on the potential and development of animal prouduction in the Lower Panuco, Papaloa pan and Grijalva-Usu- macinta River Basins in the Gulf Coast Area Morocco 1968/69 Massa Project, Agadir Province; study on the integration of animal production into irrigated agricul ture and horticulture as well as restoration of overgrazed arid range- land 1974 Feasibility study Rharb: for the second phase of the irrigation devel opment a study was made of: - integration of fodder crops in the cropping pattern - use of crop residues and by-products of the agro-industry for animal production, with emphasis on milk and meat pro duction of Holstein-Friesian cattle 1976 Elaboration of a programme for the development of animal production un der irrigated conditions in the frame work of a feasibility and master plan study in the Central Haouz and Tessa- out Aval; Marakech and El Kalaa Pro vinces Muscat and Oman 1970 Short-term consultant visit to the Sultanate of Muscat ,and Oman to pre pare a proposal for the establish ment of a pilot farm in the Salalah Plain the Netherlands 1950/54 Officer engaged in the research on poultry feeding, breeding and manage ment. Government Poultry Experiment Station, Beekbergen 1954/55 Livestock officer with the Ministry of Agriculture. Engaged in animal feedingCurr. vitae 11. APPELMAN (cont’d) Professional experience record (cont’d) 2c. the Netherlands 1963 Niger 1972 Nigeria 1969 1970/74 1972 Paraguay 1975 Lecturer in animal production in the (sub)tropics at the Agricultural University of Wageningen Evaluation of the breeding station "Azouak" at Toucounouss and its further development (Member of a mis sion of Kocks KG, Dusseldorf, Germany) Feasibility study of the development of land and water resources in the Kano River Plain; evaluation of the present and future animal husbandry and reservoir fisheries conditions (Tiga Dam) Multiple visits for: - the introduction and management of Friesian cattle at the Kano Farm Centre - the development of the Kadawa Pilot Scheme concerning cattle breeding - the integration of livestock pro duction into irrigated agriculture - the establishment of provisions to channel nomadic Fulani livestock movements through the Kano River Project - advice on animal production exten sion and follow up in the Kano River Project - the introduction of pond fisheries in the Kano River Project - the utilization of waste lands with in the Kano River Project for ani mal production The development of the Borgu game re serve (Kwara State) and sports fish ing in the Kainji reservoir and Niger river (Tourist Development Corpora tion project) Evaluation of and advice on the Ger man Technical Assistance in the fields of animal production and veterinary services within the "Cooperative Colonias Unidas: Hohenau, Obligado, Capitan Miranda, Jezus, Trinidad"; Itapua Province. Seconded to the Ger man Agency for Technical Cooperation Ltd., Frankfurt on behalf of the Fed eral Ministry of Economic CooperationSenega1 Saudi Arabia Curr. vitae 11. APPELMAN (cont’d) Professional experience record (cont’d) 1971 Oussouye Extension Project, Basse Casamance; advice on the use of bo vine traction in small-scale farming 2d 1963/68 Sudan 1973 1962/63 Regular inspection visits to Pilot Experimental Farm and Agricultural Centre in the Qatif Area; supervision of poultry and sheep experiments Socio-Economic Development Plan for the South-West Region; as an expert assigned to assess the potentialities of developing animal production in the coastal plain, foothills, moun tainous area and high plateau of the region Engaged in development planning for animal production in the Eastern Region Chief livestock officer Dairy and Poultry Project, El Huda-Managil Extension: In charge of the establishment of a Pilot Dairy Farm and a Poultry Demon stration Farm, NOVIB Project. 1975 Pengko Plain, Upper Nile Province. Development of Dinka cattle produc-r ’I tion and inland fisheries in the proposed Irrigation Scheme. Establish ment of a cattle and fisheries pilot I farm 1981 Routine visit to the Bor Production Farm in Jonglei Province. Formulation of a crossbreeding pro gramme including Sahiwal. Purchase of Sahiwal semen in Kabete (Kenya) and transport to Bor. Formulation of a T* liver fluke survey among Dinka cattle Surinam 1955/62 Director of the Animal Production <?. Division, Ministry of Agriculture, Animal Production and Fisheries. Visits to the USA, Jamaica, Trinidfljd^ Martinique and French Guyana ' 1976 Feasibility study and planning of beef production in a 7,3OO-ha area in the interior (Tibiti area, Sara- macca Province) 1976 Study on the develnnmoot- -jh-Tanzania Curr. vitae II. APPELMAN (cont’d) Professional experience record (cont’d) 1963 Musoma Dairy Project; study on the dairy production of indigenous cattle. Feasibility of the estab lishment of a dairy plant 1966 Development of the Kilombero Valley. Study on livestock production; con servation and exp loi tat ion of the Se lous Game Reserve, and development of riverine fisheries 1972 Aspects of livestock production as h part of the regional development of the Mkondoa-Wami river basin 1972 Shinyanga water supply study; to study the allocation of water for the present and future development of animal pro duction 1974 and 1975 Engaged in planning and cost estimates of animal production projects in the Shinyanga Region to be implemented by the Regional Livestock Development Division as part of the Third Five- Year Plan Thailand 1968 Land Consolidation Project; study on the integration of animal production, including inland fisheries, into agri culture Uganda 1970 1974 Study on animal production (dairy) on the proposed Nyamugasani Irrigation Scheme Participation in a mission studying the requirements for reception and rearing Frisian stock to be imported Ministry of Foreign Affairs, the Netherlands 1974 and 1975 For the Netherlands Ministry of Foreign Affairs and the Uganda Ministry of Agriculture engaged in the planning and supervision of the management of the Lusenka Farm (near Kayunga), where some 1,400 Frisian heifer calves and 25 bulla air-lifted from the NetherLanda will he reared .—Curr. vitae II. APPELMAN (cont’d) Professional experience record (cont’d) 2f Upper Volta 1967 West-Pakistan 1964/65 1977 Yemen Arab JRepublic 1977 Sudan 1977 Sudan 1977 1977 Indonesia Mozambique 977 Nigeria Transport Study; study on the develop ment of animal production in the Sahelian zone Indus Basin Survey; production and marketing projections of animal pro duction, including inland fisheries (IBRD) — (Assignment of the Livestock Develop ment Corporation, Ministry of Agricul ture, IBRD and Kuwait Fund) charged with: - selection of sites for and detailed design of dairy farms around Sana’a, Taiz and Ibb - site selection and detailed design of a fattening and dairy farm in the Tihama’s (Wadi Surdud) Design and layout of cattle stables, planning of irrigated fodder produc tion and natural grazing; utilization of crop residues as animal feed on the Pengko Pilot Project near Bor, Upper Nile Province Pengko Pilot Scheme: selection of a site for, design and layout of a livestock division on the Pengko Pilot Farm near Bor, Jonglei Province Formulation of a plan to provide trans migrants in Bengkulu Province, Sumatra with draught animals Pre-feasibility study on the proposed Kurumana dam in the Sabie River: Study on possible development of livestock production, particularly dairy production, on the basis of irrigated fodder crops Hadejia Irrigation Project, Kano State; - Routingplan and design of cattle tracks through the future irrigated area - Improvement of wastelands and grazing reserves - Planning of rass production using spill water - Utilization of crop residues and by products of agro-industry - Advice on an Animal Production Section i-flt-hin rhe i ia—Jama ’ are River BasinCurr. vitae H. APPELM AN (cont'd) 2g Professional experience record 1978 Indones ia Bengkulu Transmigration Project, Air Lais - Air Seblat area: selection of a site for a livestock reception and distribution centre for some 1,000 head of cattle and waterbuffa loes to transmigrant and autochthonic farmers; assessment of the current livestock and fisheries production in the area 1978 Sudan Routine visit to the Pengko Pilot Farm near Bor, Jonglei Province. Final layout of the Livestock Section, formulation of programmes for fodder production and data collection on the Livestock Section.. Preparation of an agro-economic survey among the Dinka and Murle pastoralists in the Bor-Pengko area 1978 Saudi Arabia Feasibility study of large-scale dairy production with Friesian cattle and irrigated fodder crop production on the 700-ha Zughbiya farm near Unayza, Kassim Province. Design and lay-out of stables and other farm buildings 1978 Sudan Routine visit to the Pengko Pilot Project near Bor, Jonglei Province.. Planning of ox-plowing experiments and grassland conservation by using bunding systems 1979 Sudan Integrated Rural Development Project Kongor District, Jonglei Province: ! planning of veterinary infrastructure, hafirs, bunding systems and applied1 research for the development of the livestock production among the Twic—, Nyarweng- and Gol Dinka i» 1979 Bangladesh Drainage and Flood Control Projects JI (IBRD assisted): Study on the develpp- ment of animal production, with emphasis on draughtcattle and inland fisheries, after embankment of Polder in the Chalan Beet Project, Rajshaki. District2h 1979 1979 1979 1979 1979 1980 Curr. vitae II. APPELMAN (cont’d) Professional experience record The Gambia Feasibility study on the development of the Jakhally and Patcbarr swamps totalling some 20,000 ha Lor (irrigated) rice production. These swamps are at present grazed by some 10,000 head ol cattle in the dry season, necessi tating the planning of future livestock within and around the swamps Sudan Routine visit to the Pengko Pilot Project near Bor. Initiation of a survey concerning livestock production in Bor District and the possibilities of establishing hafirs, bunding systems and self help projects. Progress of construction activities on the PPP livestock section, fodder production (silage) and cambering of the 24~ha grazing area Upper Volta Reconnaissance into the possibilities for fish culture and animal production in and around the barrages at Louda, Tamassogo, Dablo, Gah and Dargo in the central north department Trinidad Development of dairy production on State Land Farms and introduction of dairy and beef production as a diversifi cation measure for the sugar industry Sudan Routine visit to the Pengko Pilot Project near Bor. Reporting on the animal production activities on the project and on the Bor Dinka livestock survey. Visit to the Norwegian project near Torit to evaluate animal traction Indenes ia Member oi a Dutch Technical Aid Mission: engaged in the planning oi the distribution of cattle and goats I under a modified "Sumba Contract" to transmigrants in Benkulu Province, Sumatra; evaluation of the progress of construction of the Livestock Development Centre at Karo Tidur, Benkulu UtaraCurr. vitae 11. APPELMAN (cont’d) 2i Professional experience record 1980 Bangladesh IBRD Drainage and Flood Control Projects II, Satla- Bagda (Barisal District) and Hail Haor (Sylhet District): assessment of present situation of animal production - with emphasis on animal power - and fisheries and study of their future development after embankment 1980 Sudan Pengko Pilot Project. Routine visit to the Pengko Pilot Project near Bor, Jonglei Province: participation in the Pengko Plain Study (Phase I); drawing up and budgetting of a new Plan of Operations. 1980 Sudan - Orientation visit to Khartoum in view of purchase of Kenana and Butana breeding stock for the Pengko Pilot Proj ect. - Routine visit to the Pengko Pilot Project for further planning of the Livestock Section, preparation of a working programme, budgetting and reporting. 1981 Thailand Lower Mun-Chi River Basin Feasibility study (IBRD) North-East Thailand. Study on the impact of flood protection and irrigation on animal production and 1981 inland fisheries. Kenya Integrated Development Study for Siaya District and the Yala Swamp, Nyanza Province. Assessment of the present livestock production and lake-, river- and pond fisheries; assessment of potentials for the development of livestock production and inland fisheries (lor IlVA International). 1981 Sudan I i i Routine visit to the Bor Production Farm in Jonglei Province. Formulation of a cross breeding programme including Sahiwal. Purchase of Sahiwal semen in Kabete (Kenya) and transport to Bor. Formulation of a liver fluke survey among Dinka cattle.Curr. vitae II. APPELMAN (cont’d) Technical Publications 3 DSL. 7, (59), 21. English summary DSL. 10, (62), 118. English summary DSL. 10, (62), 95. English summary DSL. 10, (62), 27. English summary DSL. 10, (62), 67. English summary DSL. 10, (62), 57. English summary DSL. 10, (62), 161. English summary Reports of the Ministry of Agriculture, Animal Husbandry and Fisheries in Surinam, No 59, June 1962 Reports of the Ministry of Agriculture, Animal Husbandry and Fisheries in Surinam, No 56, April 1962 Information bulletin No 30 of the Agricultural Experimental Station Surinam, June 1962 Netherlands Journal of Agri cultural Science, Vol. 18 No I (1970) Melkproductie op Pangolagras (Milk production on Pangola grass) (co-author) Opfok van jongvee (Raising young dairy stock) (co-author) De invloed van de maaitijd op de chemische samenstelling van ver- schillende grassoorten (The influence of the cutting inter val on the chemical composition of various grasses) (co-author) Zoutopname door slachtvee (Salt intake by range cattle) (co-author) Giftigheid van Crotalaria quinque folia als veevoer (Toxicity of Crotalaria quinquefolia as a fodder) (co-author) Koper en mangaan in haarmonsters van Surinaams rundvee (Copper and manganese in hair samples of Surinam cattle) (co-author) De pH in urine van melkvee op de Landsboerderij (The pH of urine of dairy cattle on the Government Livestock Farm) (co-author) Melkproductie en fokgegevens van de Dienst Veeteelt (Milk production and cattle breeding data of the Animal Production Division (co-author) Orienterende proeven omtrent droge stofopname door rundvee (Trials as to the intake of dry mat ter by cattle) (co-author) Slachtvee in Suriname (Beef cattle in Surinam) A fattening trial with yearling rams of the Saudi Arabian Najdi and Arabi breedsCurr. vitae H. A PPELMAN (cont’d) 3a Technical Publications (cont’d) Netherlands Journal of Agri cultural Science, Vol. 19 No 4 (1971) A production trial with layers of four hybrids under different en vironmental conditions in the Eastern Province of Saudi Arabia (co-author) Netherlands Journal of Agri Feed ing layers with dif ferent levels cultural Science, Vol. 20 of energy and protein in the Eastern No 1 (1972) Prov ince of Saudi Arab ia (co-auth or)CURRICULUM VITAE J.A.P.M. KNIKKINK Family name KNIKKINK First names Johannes Antonius Pius Maria Year o f birth Nationality Education 1944 Dutch - B.Sc. degree in Architecture (1967) Main discipline Present position Command of languages Employment record and M.Sc. degree in Town planning (1969), Delft University of Technology - Post-graduate courses: . British Council Course no. 125 on urban and regional planning, University of Glasgow, 1971 . Land-Use Built Form Studies on ’’Models, evaluation and information systems for planners”, University of Cambridge, 1972 . Seminar on art-historical aspects and conservation plans of the city of Florence, in the framework of the Dutch-Italian Cultural Convention, 1974 Urban and regional planning Urban and regional planner with HEIDEMIJ (parent company of EUROCONSULT) As EUROCONSULT has been charged with the management of ILACO, GRONTMIJ INTERNATIONAL, BISH INTERNATIONAL and *.r • TDC, Mr Knikkink is available for assignments undertaken by these companies Excellent : -Dutch (mother tongue) good : English, German adequate : French ♦ 1966 - 1969 Delft University of Technology, The Netherlands 1969 - 1974 University of Nijmegen, The Netherlands 1974 - 1978 Municipality of Maastricht, The NetherlandsCurr. vitae J.A.P.M. KNIKKINK (coat’d) la 1975 - 1978 Academy of Architecture, Maastricht, The Netherlands 1979 to date HEIDEM1J, Arnhem, The Netherlands Key qualifications - As senior town planner engaged in urban development and renewal projects, responsible for physical and environmental planning and design aspects. - Extensive experience with statutory planning and management of community participation in urban renewal projects. - As project planner charged with the design and implementation of new town and settlement planning projects. - Involved in regional planning projects with special regard to the formulation of objectives and priorities, the conception of alternatives for physical development and evaluation of policy proposals.Curr. vitae J.A.P.M. KNIKKINK (coat’d) Professional experience record 1969 - 1974 The Netherlands Lecturer at the Institute of Geography and Physical Planning, Nijmegen. Task: teaching graduate students in design of physical planning issues; physical planner in an interdisciplinary research team engaged in preparing a development strategy for the urban region of Arnhem - Nijmegen (about 550 000 inhabitants on 500 km^), including socio economic, ecological and policy appraisal aspects, 1974 - 1979 The Netherlands Senior Town Planner in the Public Works Department of Maastricht. Task: - physical design, responsibility in the preparation of the city masterplan (112 000 inhabitants) and evaluation of community development policies; - engaged in principal design aspects, related to the formulation of land use and development plans, ranging from »mall-scale renewal projects to a 290 ha regional service centre development plan (university, hospital, congress, exhibition, etc.). 1975 - 1979 The Netherlands Part-time lecturer in physical planning methodologies, Maastricht. Task: - guidance of graduate students in preparing their theses on urban renewal areas in historical Dutch towns. 1979 - 1980 Egypt Planning and design project for New Ameriyah City, a new town for 0.5 million inhabitants, 50 km West of Alexandria. As physical planner and deputy chief of the town planning and urban design group involved in Stage II of this project was responsible for coordination of the physical planning and design activities up to tendering stage of: - all urban infrastructure for First community (50 000 inhabitants) and first industrial area (50 ha); - initial development including 1000 housing units and associated public buildings (i.e. schools, shops, etc.). 2Curr. vitae J.A.l’.M. KNIKKINK (cont'd) 2a Professional experience record 1980 - 1981 The Netherlands Project planner in a regional tourism development study for the Limburg province (1 million inhabitants), aimed at improving employment and regional income in this area of retarded development. Responsible for the evaluation of potential tourism developments,identification of investment projects and formulation of alternative development policies to stimulate socio-economic growth. 1981 Sudan As physical planner engaged in integrated rural development of Bor town, Jonglei province, South Sudan. Prepared a long-term settlement plan for the town (11 000 inhabitants) the primary centre of the region. The plan was drafted on the basis of projected future population and assessment of employment opportunities, required services and infrastructure, including the Jonglei Canal.
🔊 Read Aloud
⏹ Stop
<
Summery
<
×
Summery