figure h.16 design discharge hydrograph at basic point of ... · dyke crown tan an (h = 7.6 m) h...

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Figure H.16 Design Discharge Hydrograph at Basic Point of Huong River Basin 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 0 12 24 36 48 60 72 Time (hour) Discharge (m 3 /s) HF-16

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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

Figure H.16 Design Discharge Hydrograph at Basic Point of Huong River Basin

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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

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

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

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

Design Cross-section of Vu Gia Riverat V.17(Ai Nghia)

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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

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Chainage (m)

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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

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

HF-23

Administrator
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

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

Figure H.25 Design Discharge Hydrograph at Basic Point of Tra Khuc River Basin

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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

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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

HF-27

Administrator
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

HF-28

Administrator
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

Figure H.29 Design Discharge Hydrograph at Basic Point of Kone River Basin

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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

Design Cross-section of Kone River at K16

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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

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Tan An (H = 7.6 m)

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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

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

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

Figure H.34 Design Discharge Hydrograph at Basic Point of Ba River Basin

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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

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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

Figure H.36 Design Discharge Hydrogrpah at Basic Point of Sesan River Basin

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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

Figure H.37 Design Discharge Hydrograph at Basic Point of Srepok River Basin

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HF-37