1) The inflow hydrograph generated by a 100 year storm is given in the Table 1. A flood control reservoir has spillway crest with elevation of 105 meters. The reservoir has the elevation-storage-discharge relationship shown on Table 2. Assuming the reservoir is initially at the elevation of 103 meters, determine the outflow hydrograph and compute the reduction of peak flow in percentage (%). Plot the inflow and outflow hydrographs.

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1) The inflow hydrograph generated by a 100 year storm is given in the Table 1. A flood
control reservoir has spillway crest with elevation of 105 meters. The reservoir has the
elevation-storage-discharge relationship shown on Table 2. Assuming the reservoir is
initially at the elevation of 103 meters, determine the outflow hydrograph and compute
the reduction of peak flow in percentage (%). Plot the inflow and outflow hydrographs.
Table 1
Time (hr)
Inflow (m/s)
10
12
20
24
30
36
40
48
30
60
25
72
15
84
10
Table 2
Storage (x10$ m³)
50
Elevation (m)
Outflow (m³/s)
100
101
102
103
104
60
70
80
92
8.
105
105
17
27
40
106
120
107
140
Transcribed Image Text:1) The inflow hydrograph generated by a 100 year storm is given in the Table 1. A flood control reservoir has spillway crest with elevation of 105 meters. The reservoir has the elevation-storage-discharge relationship shown on Table 2. Assuming the reservoir is initially at the elevation of 103 meters, determine the outflow hydrograph and compute the reduction of peak flow in percentage (%). Plot the inflow and outflow hydrographs. Table 1 Time (hr) Inflow (m/s) 10 12 20 24 30 36 40 48 30 60 25 72 15 84 10 Table 2 Storage (x10$ m³) 50 Elevation (m) Outflow (m³/s) 100 101 102 103 104 60 70 80 92 8. 105 105 17 27 40 106 120 107 140
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