JAPAN INTERNATIONAL COOPERATION AGENCYTHE GOVERNMENT OF THE KINGDOM OF MOROCCO

FEASIBILITY STUDY ON WATER RESOURCES DEVELOPMENT

IN RURAL AREA INTHE KINGDOM OF MOROCCO

FINAL REPORT

VOLUME VIDRAWINGS FOR

FEASIBILITY STUDY

AUGUST, 2001

JOINT VENTURE OFNIPPON KOEI CO., LTD. AND

NIPPON GIKEN INC.

LIST OF FINAL REPORT VOLUMESVolume I: Executive SummaryVolume II: Main ReportVolume III: Supporting Report (1) Basic Study

Supporting Report I: GeologySupporting Report II: Hydrology and Flood MitigationSupporting Report III: Socio-economySupporting Report IV: Environmental AssessmentSupporting Report V: Soils, Agriculture and IrrigationSupporting Report VI: Existing Water Resources DevelopmentSupporting Report VII: Development Scale of the ProjectsSupporting Report VIII: Project Evaluation and Prioritization

Volume IV: Supporting Report (2.A) Feasibility StudySupporting Report IX: Aero-Photo and Ground SurveySupporting Report X: Geology and Construction MaterialSupporting Report XI: Hydro-meteorology and Hydro-geologySupporting Report XII: Socio-economySupporting Report XIII: Soils, Agriculture and Irrigation

Volume V: Supporting Report (2.B) Feasibility StudySupporting Report XIV: Water Supply and ElectrificationSupporting Report XV: Determination of the Project Scale and Ground

Water Recharging Supporting Report XVI: Natural and Social Environment and

Resettlement PlanSupporting Report XVII: Preliminary Design and Cost EstimatesSupporting Report XVIII: Economic and Financial EvaluationSupporting Report XIX: Implementation Program

Volume VI: Drawings for Feasibility StudyVolume VII: Data Book

Data Book AR: Aero-Photo and Ground SurveyData Book GC: Geology and Construction MaterialsData Book HY: HydrologyData Book SO: Soil SurveyData Book NE: Natural EnvironmentData Book SE: Social EnvironmentData Book EA: Economic Analysis

The cost estimate is based on the price level and exchange rate of April2000. The exchange rate is:US$ 1.0 = Moroccan Dirham (DH) 10.68 andJapanese Yen 100.0 = Moroccan Dirham (DH) 9.90

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FEASIBILITY STUDYON

WATER RESOURCES DEVELOPMENTIN

RURAL AREAIN

THE KINGDOM OF MOROCCO

FINAL REPORTVOULME VI

DRAWINGS FOR FEASIBILITY STUDY

Table of Contents

Page

N’FIFIKHDrawing 101 N’Fifikh Dam Reservoir Area ...........................................D-1Drawing 102 N’Fifikh Dam General Layout ..........................................D-2Drawing 103 N’Fifikh Dam Cross Section and Longitudinal Profile.....D-3Drawing 104 N’Fifikh Dam Spillway, Cross Section and Longitudinal

Profile ........................................................D-4Drawing 105 N’Fifikh Dam Diversion and Intake, Plan and Detail .......D-5Drawing 106 N’Fifikh Irrigation General Layout (1/5)..................................D-6Drawing 107 N’Fifikh Irrigation General Layout (2/5)..................................D-7Drawing 108 N’Fifikh Irrigation General Layout (3/5)..................................D-8Drawing 109 N’Fifikh Irrigation General Layout (4/5)..................................D-9Drawing 110 N’Fifikh Irrigation General Layout (5/5)................................D-10Drawing 111 N’Fifikh Irrigation Longitudinal Section of Main Canal

(1/2) .........................................................D-11Drawing 112 N’Fifikh Irrigation Longitudinal Section of Main Canal

(2/2) .........................................................D-12Drawing 113 N’Fifikh Irrigation Longitudinal Section of Branch Canal

(1/2) .........................................................D-13Drawing 114 N’Fifikh Irrigation Longitudinal Section of Branch Canal

(2/2) .........................................................D-14Drawing 115 N’Fifikh Irrigation Longitudinal Section of Main Feeder Canal

(1).............................................................D-15Drawing 116 N’Fifikh Irrigation Longitudinal Section of Main Feeder Canal

(2).............................................................D-16Drawing 117 N’Fifikh Irrigation Cross Section of Irrigation Canal ............D-17

TASKOURTDrawing 201 Taskourt Dam Reservoir Area .........................................D-18Drawing 202 Taskourt Dam General Layout ........................................D-19Drawing 203 Taskourt Dam Cross Section and Longitudinal Profile...D-20Drawing 204 Taskourt Dam Diversion and Intake, Plan and Detail .....D-21Drawing 205 Taskourt Irrigation General Layout (1/6) ...............................D-22Drawing 206 Taskourt Irrigation General Layout (2/6) ...............................D-23Drawing 207 Taskourt Irrigation General Layout (3/6)................................D-24Drawing 208 Taskourt Irrigation General Layout (4/6)................................D-25Drawing 209 Taskourt Irrigation General Layout (5/6)................................D-26Drawing 210 Taskourt Irrigation General Layout (6/6)................................D-27Drawing 211 Taskourt Irrigation Longitudinal Section of Main Canal

(1/8) .........................................................D-28Drawing 212 Taskourt Irrigation Longitudinal Section of Main Canal

(2/8) .........................................................D-29Drawing 213 Taskourt Irrigation Longitudinal Section of Main Canal

(3/8) .........................................................D-30Drawing 214 Taskourt Irrigation Longitudinal Section of Main Canal

(4/8) .........................................................D-31Drawing 215 Taskourt Irrigation Longitudinal Section of Main Canal

(5/8) .........................................................D-32Drawing 216 Taskourt Irrigation Longitudinal Section of Main Canal

(6/8) .........................................................D-33Drawing 217 Taskourt Irrigation Longitudinal Section of Main Canal

(7/8) .........................................................D-34Drawing 218 Taskourt Irrigation Longitudinal Section of Main Canal

(8/8) .........................................................D-35Drawing 219 Taskourt Irrigation Longitudinal Section of Branch Canal

(1/6) .........................................................D-36Drawing 220 Taskourt Irrigation Longitudinal Section of Branch Canal

(2/6) .........................................................D-37Drawing 221 Taskourt Irrigation Longitudinal Section of Branch Canal

(3/6) .........................................................D-38Drawing 222 Taskourt Irrigation Longitudinal Section of Branch Canal

(4/6) .........................................................D-39Drawing 223 Taskourt Irrigation Longitudinal Section of Branch Canal

(5/6) .........................................................D-40Drawing 224 Taskourt Irrigation Longitudinal Section of Branch Canal

(6/6) .........................................................D-41Drawing 225 Taskourt Irrigation Cross Section of Irrigation Canal ............D-42

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TIMKITDrawing 301 Timkit Dam Reservoir Area.........................................D-43Drawing 302 Timkit Dam General Layout ........................................D-44Drawing 303 Timkit Dam Cross Section and Longitudinal Profile...D-45Drawing 304 Timkit Dam Diversion and Intake, Plan and Detail.....D-46Drawing 305 Timkit Irrigation General Layout (1/5) ...............................D-47Drawing 306 Timkit Irrigation General Layout (2/5) ...............................D-48Drawing 307 Timkit Irrigation General Layout (3/5) ...............................D-49Drawing 308 Timkit Irrigation General Layout (4/5) ...............................D-50Drawing 309 Timkit Irrigation General Layout (5/5) ...............................D-51Drawing 310 Timkit Irrigation Improvement of Irrigation Facilities .......D-52AZGHARDrawing 401 Azghar Dam Reservoir Area.........................................D-53Drawing 402 Azghar Dam General Layout ........................................D-54Drawing 403 Azghar Dam Cross Section and Longitudinal Profile...D-55Drawing 404 Azghar Dam Spillway, Cross Section and Longitudinal

Profile ......................................................D-56Drawing 405 Azghar Dam Diversion and Intake, Plan and Detail.....D-57Drawing 406 Azghar Irrigation General Layout (1/2) ...............................D-58Drawing 407 Azghar Irrigation General Layout (2/2) ...............................D-59Drawing 408 Azghar Irrigation Longitudinal Section of Main Canal

(1/3) .........................................................D-60Drawing 409 Azghar Irrigation Longitudinal Section of Main Canal

(2/3) .........................................................D-61Drawing 410 Azghar Irrigation Longitudinal Section of Main Canal

(3/3) .........................................................D-62Drawing 411 Azghar Irrigation Longitudinal Section of Branch Canal(1)D-63Drawing 412 Azghar Irrigation Longitudinal Section of Branch Canal(2)

(1/2) .........................................................D-64Drawing 413 Azghar Irrigation Longitudinal Section of Branch Canal(2)

(2/2) .........................................................D-65Drawing 414 Azghar Irrigation Longitudinal Section of Branch Canal(3)D-66Drawing 415 Azghar Irrigation Cross Section of Irrigation Canal ............D-67COMMONDrawing 501 Structure of Diversion and Intake Weirs ...................................D-68Drawing 502 Structure of Siphon .................................................................D-69Drawing 503 Structure of Aqueduct and Drop................................................D-70Drawing 504 Structure of Offtake (Type-A&B) .............................................D-71

Drawing 505 Structure of Check and Cross-Bridge of Canal .........................D-72Drawing 506 Structure of Spillway.................................................................D-73Drawing 507 Structure of Cross Drain............................................................D-74

Conversion Factors

Metric to Imperial Imperial to MetricLength 1 cm = 0.394 inch 1 inch = 2.54 cm

1 m = 3.28 feet 1 feet = 30.48 cm1 km = 0.621 mile 1 mile = 1.609 km

Area 1 m2 = 10.76 sq.ft 1 sq.ft = 0.0929 m2

1 ha = 2.471 acre 1 acre = 0.4047 ha1 km2 = 0.386 sq.mile 1 sq.mile = 2.59km2

Volume 1 lit = 0.22 gal (imp) 1 gal(imp) = 4.55 lit1 m3 = 35.3 cu.ft 1 cu.ft = 28.33 lit1 MCM = 811 acre-ft 1 acre-ft = 1,233.5 m3

Weight 1 kg = 2.20 lb 1 lb = 0.4536 kg1 ton = 0.984 long ton 1 long ton = 1.016 ton

Derived 1 m3/s = 35.3 cusec 1 cusec = 0.0283 m3/s

Measures 1 ton/ha = 891 lb/acre 1 lb/acre = 1.12 kg/ha1 m3/s = 19.0 mgd 1 mgd = 0.0529 m3/s

Temperature ℃ = (oF-32)x5/9 oF = 1.8x℃+32

Local 1 lit = 0.22 gantang 1 gantang = 4.55 litMeasures 1 kg = 1.65 kati 1 kati = 0.606 kg

1 ton = 16.5 pikul 1 pikul = 60.6 kg

Currency Equivalent

(as of April 2000)

US$ 1.0 = MDH 10.68J. Yen 100.0 = MDH 9.90

DRAWING

N’FIFIKH