The mass curve of a storm on a 500 ha watershed is as follows: Time (hr) 4 6 8 10 12 14 16 18 Cum. Rainfall 0 0.8 2.6 2.8 4.1 7.3 10.8 11.8 12.4 12.6 (cm) If the direct runoff measured at the outlet of the watershed is 0.34OMM3, plot the rainfall hyetograph.
The mass curve of a storm on a 500 ha watershed is as follows: Time (hr) 4 6 8 10 12 14 16 18 Cum. Rainfall 0 0.8 2.6 2.8 4.1 7.3 10.8 11.8 12.4 12.6 (cm) If the direct runoff measured at the outlet of the watershed is 0.34OMM3, plot the rainfall hyetograph.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The mass curve of a storm on a 500 ha watershed is as follows:
Time
4
6
(hr)
Cum.
Rainfall
10
12
14
16
18
0 0.8
2.6
2.8
4.1
7.3
10.8
11.8
12.4
12.6
(cm)
If the direct runoff measured at the outlet of the watershed is 0.340Mm3, plot the rainfall
hyetograph.
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