ea 600 km2 due to a storm that is believed to have duration of 3 hours. Assuming a constant base flow of m' /s, compute the ordinates of a 3-hour UH for the catchment. 03 6 50 | 600 | 950 me (hr) 9 12 15 18 21 24 27 30 33 36 ow 700 530 400 310 240 190 150 110 80 50

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Chapter2: Loads On Structures
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Q1/ The table below gives the ordinates of a stream, flow hydrograph at the outlet of a catchment of an
area 600 km2 due to a storm that is believed to have duration of 3 hours. Assuming a constant base flow of
50 m /s, compute the ordinates of a 3-hour UH for the catchment.
Time (hr)
3
9
12
15
18
21
24
27
30
33
36
Flow
50
600 950
700
530
400
310
240
190
150
110
80
50
(m³/s)
Transcribed Image Text:Q1/ The table below gives the ordinates of a stream, flow hydrograph at the outlet of a catchment of an area 600 km2 due to a storm that is believed to have duration of 3 hours. Assuming a constant base flow of 50 m /s, compute the ordinates of a 3-hour UH for the catchment. Time (hr) 3 9 12 15 18 21 24 27 30 33 36 Flow 50 600 950 700 530 400 310 240 190 150 110 80 50 (m³/s)
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