H.W: The table below represents a direct hydrograph resulted from two consecutive storms each of 1 hour duration. The direct runoff depths are 1 cm and 2 cm respectively for these storms. Determine: 1- the 1-hour U.H. 2- the watershed area. Hayde

Structural Analysis
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Chapter2: Loads On Structures
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H.W:
The table below represents a direct hydrograph
resulted from two consecutive storms each of 1 hour
duration. The direct runoff depths are 1 cm and 2 cm
respectively for these storms. Determine :
1- the 1-hour U.H.
2- the watershed area.
Time (hr)
0.
2.
Flow (m³ /s)
7.
52
126
148 131
90
50
20
EU.H.x At
Hint: area D
1000 x 1000
Hayder H. Alwan
Transcribed Image Text:H.W: The table below represents a direct hydrograph resulted from two consecutive storms each of 1 hour duration. The direct runoff depths are 1 cm and 2 cm respectively for these storms. Determine : 1- the 1-hour U.H. 2- the watershed area. Time (hr) 0. 2. Flow (m³ /s) 7. 52 126 148 131 90 50 20 EU.H.x At Hint: area D 1000 x 1000 Hayder H. Alwan
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