Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Net Storm Rainfall
Example 2-1
Rain falls as shown in the rainfall hyetograph (intensity Vs. time) in Fig. E2-1 (a). The o
index for the Storm is 0.5 in./hr and is constant over 5 hr. Plot the net rainfall on the
hydrograph (flow vs. time) given in Fig. E2-1 (a). Determine the total volume of runoff and
the watershed area.
1cfs = 1.008 ac-in/hr
2.0
1.5
1.0
0.5
1
3.
4
Time (hr)
700
600
500
400
300
200
100
4
8
12
16 20
24
Time (hr)
Time (hr)
Q (cfs)
Volume (cfs-hr)
0-2
2-4
4-6
6-8
8-10
10-12
12-14
14-16
16-18
18-20
20-22
22-24
24-26
16
Q (cfs)
iT (in./hr)
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Transcribed Image Text:Net Storm Rainfall Example 2-1 Rain falls as shown in the rainfall hyetograph (intensity Vs. time) in Fig. E2-1 (a). The o index for the Storm is 0.5 in./hr and is constant over 5 hr. Plot the net rainfall on the hydrograph (flow vs. time) given in Fig. E2-1 (a). Determine the total volume of runoff and the watershed area. 1cfs = 1.008 ac-in/hr 2.0 1.5 1.0 0.5 1 3. 4 Time (hr) 700 600 500 400 300 200 100 4 8 12 16 20 24 Time (hr) Time (hr) Q (cfs) Volume (cfs-hr) 0-2 2-4 4-6 6-8 8-10 10-12 12-14 14-16 16-18 18-20 20-22 22-24 24-26 16 Q (cfs) iT (in./hr)
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