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匡劣华
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1 F-43

2 2 Thi Nai Swamp Thuan Hat Weir Railway Br. Thac De Weir Binh Than Weir 15.0 Lao Tam Weir Chan Man Br. National Road Son Cai Br. Chan Nhon Br. F Lao Don Weir Left Bank Lowest river-bed Right Bank River-bed Dyke Crown La Vi River -5.0 Nam Yang River Dap Da River Kone River 0 5,000 10,000 15,000 20,000 25,000 30,000 35,000 Chainage (m)

3 Cross Section of Dap Da River at DD63 Section 5 4 Elevation (Mm) Typical Cross Section of Dap Da River at DD Typical Cross Section of Dap Da River at DD The Study on Nationwide Water Resources Development and Management in the Socialist Republic of Vietnam JAPAN INTERNATIONAL COOPERATION AGENCY Figure S4.16 Typical Cross Sections of Dap Da River F-45

4 1 1 NY73 F-46 Lowest River-bed Left Bank Right Bank River-bed Dyke Crown - 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 18,000 Chainage (m)

5 Typical Cross Sections of Nam Yang River at NY Typical Cross Section of Nam Yang River at NY The Study on Nationwide Water Resources Development and Management in the Socialist Republic of Vietnam JAPAN INTERNATIONAL COOPERATION AGENCY Figure S4.18 Typical Cross Sections of Nam Yang River F-47

6 Go Dau Weir Thap Mao Weir C97 C68 C44 C23 K0 1 C Ha Bac Weir C173 C155 F KC C313 C283 C256 C232 C205 Right Bank Left Bank River-bed Dyke Crown D.H.W.L ,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 18,000 20,000 22,000 24,000 26,000 28,000 Chainage (m)

7 Typical Cross Section of Go Cham River at C Typical Cross Section of Go Cham River at C Typical Cross Section of Go Cham River at C The Study on Nationwide Water Resources Development and Management in the Socialist Republic of Vietnam JAPAN INTERNATIONAL COOPERATION AGENCY Figure S4.20 Typical Cross Sections of Go Cham River F-49

8 Phu Ngoc Bridge F Thi Nai Swamp Tan An River Bay Yen Weir Railway Bridge Tan My Bridge National Road Nha Phu Weir Than Hoa Weir Truong Tho Bridge Go Boi Bridge Left bank Lowest river-bed Right bank River-bed D.H.W.L. Dyke Crown 0 5,000 10,000 15,000 20,000 25,000 30,000 35,000 Chainage (m)

9 Typical Cross Section of Tan An River at TA Typical Cross Section of Tan An River at TA Typical Cross Section of Tan An River at TA The Study on Nationwide Water Resources Development and Management in the Socialist Republic of Vietnam JAPAN INTERNATIONAL COOPERATION AGENCY Figure S4.22 Typical Cross Sections of Tan An River F-51

10 7.0 M27 TA62-2 K0 M51(Cat Weir) 5.0 M71 F Lowest River-bed Left Bank Right Bank River-bed 1.0 Dyke Crown ,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 Chainage (m)

11 Typical Cross Section of Cay My River at CM Typical Cross Section of Cay My River at M The Study on Nationwide Water Resources Development and Management in the Socialist Republic of Vietnam JAPAN INTERNATIONAL COOPERATION AGENCY Figure S4.24 Typical Cross Sections of Cay My River F-53

12 Figure S4.25 Construction Time Schedule for Downstream Flood Control Plan F-54

13 Figure S4.26 Overall Implementation Schedule by Facility Description 1. Dinh Binh Multipurpose Reservoir 1.1 Preparatory Works 1.2 River Diversion 1.3 Dam - Dam Excavation - Foundation Treatment - Concrete Dam 1.4 Hydromechanical Works 1.5 Hydropower - Powerhouse - Generating Equipment - Substation 1.6 Relocation Road 1.7 High Voltage Line 1.8 Financial Arrangement 1.9 Land Acquisition and Resettlement 1.10 Engineering Services by Consultants 2. Van Phong Weir and Irrigation and Drainage System 3.1 Preparatory Works 3.2 Van Phong Weir - River Diversion and Cofferdam - Weir - Scouring Sluice and Intake Facilities - Flood Dyke 3.3 Rehabilitation Works of Existing Weirs - 7 Weirs 3.4 Construction of New Pumping Station - 6 places 3.5 Main Irrigation System - Canal - Related Structures 3.6 Primary and Secondary Irrigation System - Canal - Related Structures 3.7 Drainage System - Drain - Related Structures 3.8 Farm Road Network - Road - Related Structures 3.9 On-farm System - Improvement of Existing Facilities - Rehabilitation and Improvement of Facilities - New Construction of Facilities 3.10 Financial Arrangement 3.11 Land Acquisition and Resettlement 3.12 Engineering Services by Consultants 3. Downstream Flood Control System 3.1 Preparatory Works 3.2 Thi Nai Swamp - Sea Dyke - Improvement of Sluice Gates - Improvement of Spillway - New Construction of Spillway 3.3 Dap Da River - Dyke - Bridges - Side Overflow Spillway - New Construction of Sluice Gates - Bank Protection works - Reconstruction of Irrigation Weir 3.4 Go Cham River - Dyke - Bridges - Side Overflow Spillway - New Construction of Fixed Weir - Reconstruction of Irrigation Weir - Bank Protection works 3.5 Tan An River - Dyke - Bridges - Side Overflow Spillway - New Construction of Sluice Gates - Improvement of Irrigation Weir - Bank Protection works 3.6 Nam Yang River - Dyke - Bridges - New Construction of Sluice Gates - Bank Protection works 3.7 Ca My River - Dyke - Bank Protection works 3.8 Kone River - Groyne 3.9 Financial Arrangement 3.10 Land Acquisition and Resettlement 3.11 Engineering Services by Consultants Year Note : Marked with means design and manufacturing period. F-55

14 Figure S4.27 Overall Implementation Schedule by Sector Kone River Basin F-56

E06_M2-2_2-3_FIG_ pdf

E06_M2-2_2-3_FIG_ pdf The Study on Nationwide Water Resources Development and Management in the Socialist Republic of Vietnam JAPAN INTERNATIONAL COOPERATION AGENCY Hình 5.4 Các a im o lng mn và p chng mn F-2 Vinh Son Vinh