figure h.16 design discharge hydrograph at basic point of ... · dyke crown tan an (h = 7.6 m) h...
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![Page 1: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/1.jpg)
Figure H.16 Design Discharge Hydrograph at Basic Point of Huong River Basin
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ge (m
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HF-16
![Page 2: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/2.jpg)
Figure H.17 Design Discharge Hydrograph at Basic Points of Vu Gia - Thu Bon River Basin
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Thu Bon Basic Point QVu Gia Basic Point Q
HF-17
![Page 3: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/3.jpg)
HF-18
![Page 4: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/4.jpg)
HF-19
![Page 5: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/5.jpg)
Design Cross-section of Vu Gia Riverat V.17(Ai Nghia)
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Distance (m)
Ele
vatio
n (m
)HF-20
![Page 6: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/6.jpg)
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Chainage (m)
Ele
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n (m
)Lowest River-bedLeft BankRight BankD.H.W.L.Design Z
Ai Nghia
Q = 6,510 m3/s
HF-21
![Page 7: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/7.jpg)
Longitudinal Profile of Thu Bon River in Flood Prone Area
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Lowest River-bed Left Bank Right Bank Q = 600 m3/s
HF-22
![Page 8: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/8.jpg)
HF-23
![Page 9: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/9.jpg)
HF-24
![Page 10: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/10.jpg)
Figure H.25 Design Discharge Hydrograph at Basic Point of Tra Khuc River Basin
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HF-25
![Page 11: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/11.jpg)
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Distance (m)
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Lowest River-bed Left Bank Right Bank Q = 6,040 m3/s
Tra Khuc
HF-26
![Page 12: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/12.jpg)
HF-27
![Page 13: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/13.jpg)
HF-28
![Page 14: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/14.jpg)
Figure H.29 Design Discharge Hydrograph at Basic Point of Kone River Basin
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HF-29
![Page 15: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/15.jpg)
Design Cross-section of Kone River at K16
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HF-30
![Page 16: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/16.jpg)
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Lowest River-bedLeft Bank
Right BankHWLDesign River-bed
Dyke Crown
Tan An (H = 7.6 m)
HF-31
![Page 17: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/17.jpg)
HF-32
![Page 18: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/18.jpg)
HF-33
![Page 19: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/19.jpg)
Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River Basin
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HF-34
![Page 20: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/20.jpg)
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Distance (m)
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Left Bank Right Bank Lowest River-bed Q = 11,000 m3/s
Phu Lam
HF-35
![Page 21: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/21.jpg)
Figure H.36 Design Discharge Hydrogrpah at Basic Point of Sesan River Basin
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HF-36
![Page 22: Figure H.16 Design Discharge Hydrograph at Basic Point of ... · Dyke Crown Tan An (H = 7.6 m) H F-31. HF-32. HF-33. Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River](https://reader033.vdocument.in/reader033/viewer/2022060610/6060d67ef050c93d3b708185/html5/thumbnails/22.jpg)
Figure H.37 Design Discharge Hydrograph at Basic Point of Srepok River Basin
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HF-37