Hour Precipitation Infiltration (cm) Total Streamflow (m3/s) (cm) 0.9 0.7 48.6 2.1 0.7 144.8 3 1.7 0.6 232.8 4 1.1 0.5 326.7 5 0.5 0.3 412.4 6. 487.5 476.7 359.7 9. 197.5 10 91.8 11 46.0
Hour Precipitation Infiltration (cm) Total Streamflow (m3/s) (cm) 0.9 0.7 48.6 2.1 0.7 144.8 3 1.7 0.6 232.8 4 1.1 0.5 326.7 5 0.5 0.3 412.4 6. 487.5 476.7 359.7 9. 197.5 10 91.8 11 46.0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
WATER RESOURCES ENGINEERING:
The following data was collected during a 5-hour storm event in the study watershed. The baseflow for the stream is 35 m3/s, and is approximately constant for this time of the year. Calculate the unit hydrograph specific to this stream basin and and streamflow gauging location.

Transcribed Image Text:Hour Precipitation Infiltration
(cm)
Total
Streamflow
(m3/s)
(cm)
0.9
0.7
48.6
2.1
0.7
144.8
3
1.7
0.6
232.8
4
1.1
0.5
326.7
5
0.5
0.3
412.4
6.
487.5
476.7
359.7
9.
197.5
10
91.8
11
46.0
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