PROBLEM #2 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) 3 4 5 Precipitation (in) 0.5 1.0 1.5 0.5 Unit hydrograph (cfs/in) 10 100 200 150 100 50 6
PROBLEM #2 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) 3 4 5 Precipitation (in) 0.5 1.0 1.5 0.5 Unit hydrograph (cfs/in) 10 100 200 150 100 50 6
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter16: Highway Drainage
Section: Chapter Questions
Problem 9P
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
Transcribed Image Text:PROBLEM #2
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)
4
5
9.
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 I in of excess rainfall the first hour and 2
in the second hour.
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