a) Determine the unit hydrograph for Gilmore Creek from the observed runoff (note: the area of the watershed is 8.95 mi²). Assume that this unit hydrograph resulted from a 0.5-hour period of uniform rainfall excess. TIME, hr Q, cfs 3.92 TIME, hr Q, cfs 12.4 DATE DATE 31-Jul 16 31-Jul 21.5 16.5 31 22 12 17 1370 22.5 12 17.5 270 23 12 18 100 23.5 11.65 18.5 48 24 11.3 19 34 1-Aug 0.5 10.75 19.5 26.6 1 10.2 20 24 1.5 9.52 20.5 16.9 8.85 12.8 2.5 8.4 7.96

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter16: Highway Drainage
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a) Determine the unit hydrograph for Gilmore Creek from the observed runoff (note:
the area of the watershed is 8.95 mi?). Assume that this unit hydrograph resulted
from a 0.5-hour period of uniform rainfall excess.
TIME, hr Q, cfs
12.4
DATE
TIME, hr Q, cfs
DATE
31-Jul
16
3.92 31-Jul
21.5
22
12
16.5
31
22.5
12
17
1370
17.5
270
23
12
18
100
23.5
11.65
18.5
48
24
11.3
19
34
1-Aug
0.5
10.75
19.5
26.6
1
10.2
20
24
1.5
9.52
20.5
16.9
2
8.85
21
12.8
2.5
8.4
7.96
Transcribed Image Text:a) Determine the unit hydrograph for Gilmore Creek from the observed runoff (note: the area of the watershed is 8.95 mi?). Assume that this unit hydrograph resulted from a 0.5-hour period of uniform rainfall excess. TIME, hr Q, cfs 12.4 DATE TIME, hr Q, cfs DATE 31-Jul 16 3.92 31-Jul 21.5 22 12 16.5 31 22.5 12 17 1370 17.5 270 23 12 18 100 23.5 11.65 18.5 48 24 11.3 19 34 1-Aug 0.5 10.75 19.5 26.6 1 10.2 20 24 1.5 9.52 20.5 16.9 2 8.85 21 12.8 2.5 8.4 7.96
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