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).

Structural Analysis
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Chapter2: Loads On Structures
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The elevation-area and elevation-discharge relationships for a
reservoir are as follows:
A = 2 + H
Q = 300H³²
A = Reservoir surface area (km²)
H = Reservoir water surface elevation with respect to the spillway crest level (m)
Q = Discharge through the overflow spillway (m/sec)
The reservoir inflow during a flood is given below:
12
t (hr)
I (m3/s)
2
4
10
1000
2000
4000
3000
2000
Find the outflow hydrograph. Assume that the reservoir is just at the spillway crest
level at the beginning of the flood (t= 0).
Transcribed Image Text:The elevation-area and elevation-discharge relationships for a reservoir are as follows: A = 2 + H Q = 300H³² A = Reservoir surface area (km²) H = Reservoir water surface elevation with respect to the spillway crest level (m) Q = Discharge through the overflow spillway (m/sec) The reservoir inflow during a flood is given below: 12 t (hr) I (m3/s) 2 4 10 1000 2000 4000 3000 2000 Find the outflow hydrograph. Assume that the reservoir is just at the spillway crest level at the beginning of the flood (t= 0).
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