The elevation-area and elevation-discharge relationships for a reservoir are as follows: A= 2 + H Q = 300H³² A = Reservoir surface area (km?) H = Reservoir water surface elevation with respect to the spillway crest level (m) Q = Discharge through the overflow spillway (m³/sec) The reservoir inflow during a flood is given below: t (hr) | I (m3/s) 0 2 1000 8 12 4 2000 10 2000 | 0 4000 3000 Find the outflow hydrograph. Assume that the reservoir is just at the spillway crest level at the beginning of the flood ( t= 0).
The elevation-area and elevation-discharge relationships for a reservoir are as follows: A= 2 + H Q = 300H³² A = Reservoir surface area (km?) H = Reservoir water surface elevation with respect to the spillway crest level (m) Q = Discharge through the overflow spillway (m³/sec) The reservoir inflow during a flood is given below: t (hr) | I (m3/s) 0 2 1000 8 12 4 2000 10 2000 | 0 4000 3000 Find the outflow hydrograph. Assume that the reservoir is just at the spillway crest level at the beginning of the flood ( t= 0).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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