A triangular-shaped inflow hydrograph is routed through a reservoir assuming it is completely full at the beginning of the storm. The spillway crest is 20 m wide and has a coefficient of 2.7. The reservoir area is 0.5 km^2 and has vertical sides. What are the maximum outflow and the maximum height of water in the reservoir during this flow event?
A triangular-shaped inflow hydrograph is routed through a reservoir assuming it is completely full at the beginning of the storm. The spillway crest is 20 m wide and has a coefficient of 2.7. The reservoir area is 0.5 km^2 and has vertical sides. What are the maximum outflow and the maximum height of water in the reservoir during this flow event?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A triangular-shaped inflow hydrograph is routed through a reservoir assuming it is completely full at the beginning of the storm. The spillway crest is 20 m wide and has a coefficient of 2.7. The reservoir area is 0.5 km^2 and has vertical sides. What are the maximum outflow and the maximum height of water in the reservoir during this flow event?
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10
Time (hr)
Flow (m³/s)
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