The one-hour unit hydrograph for a watershed is given below. Determine the runoff from this watershed for the storm pattern given. The abstractions have a constant rate of 0.3 in/h. What is the area of this watershed? Time (h) 1 2 4 5 Precipitation (in) 0.5 1.0 1.5 0.5 Unit hydrograph (cfs/in) 10 100 200 150 100 50 Use the same unit hydrograph as in Prob. 7.5.5 and determine the direct runoff hydrograph for a two-hour storm with 1 in of excess rainfall the first hour and 2 in the second hour. 3.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
Section: Chapter Questions
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the second screen shot is solution of prob 7.5.5

time
SHG
20
086
26
7-29
12
19
174
2 22
24
226
206
29.4
A30
173
153
21-15
e36
99
79
2 42
49
29
33
13
26
0 86
22
0:29
21
o143
42
20
colleculasiens
Ovect Runull hydre graph ovdincctes =
Bave klow.
Tolal valume ot Aunad.t
EC Sumol odiate ot DRH)
Aun 14 R: 7èdal Rernoll
CAch ment aven
1512 km-m
216 pem
veit ydhr qraeh idinates :
DAH/R
> Sn hout u-6 s Shown in toble. (See
a bere)
Transcribed Image Text:time SHG 20 086 26 7-29 12 19 174 2 22 24 226 206 29.4 A30 173 153 21-15 e36 99 79 2 42 49 29 33 13 26 0 86 22 0:29 21 o143 42 20 colleculasiens Ovect Runull hydre graph ovdincctes = Bave klow. Tolal valume ot Aunad.t EC Sumol odiate ot DRH) Aun 14 R: 7èdal Rernoll CAch ment aven 1512 km-m 216 pem veit ydhr qraeh idinates : DAH/R > Sn hout u-6 s Shown in toble. (See a bere)
The one-hour unit hydrograph for a watershed is given below. Determine the
runoff from this watershed for the storm pattern given. The abstractions have a
constant rate of 0.3 in/h. What is the area of this watershed?
Time (h)
1
2
3
4
5
6.
Precipitation (in)
0.5
1.0
1.5
0.5
Unit hydrograph (cfs/in)
10
100
200
150
100
50
Use the same unit hydrograph as in Prob. 7.5.5 and determine the direct runoff
hydrograph for a two-hour storm with 1 in of excess rainfall the first hour and 2
in the second hour.
Transcribed Image Text:The one-hour unit hydrograph for a watershed is given below. Determine the runoff from this watershed for the storm pattern given. The abstractions have a constant rate of 0.3 in/h. What is the area of this watershed? Time (h) 1 2 3 4 5 6. Precipitation (in) 0.5 1.0 1.5 0.5 Unit hydrograph (cfs/in) 10 100 200 150 100 50 Use the same unit hydrograph as in Prob. 7.5.5 and determine the direct runoff hydrograph for a two-hour storm with 1 in of excess rainfall the first hour and 2 in the second hour.
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