8. In catchment, the following 1-hr UH due to 1mm effective rainfall is known: Time (hr) QUH(m3/s) 0 0 2 2 1 3 FH) = Pc + (B-fo) 3 1 4 3 A- Estimate the direct runoff if the effective rain fall during 1-hr is 5mm. B- Estimate the direct runoff is the effective rainfall is 5mm during the first hour and 10mm during the second.

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter16: Highway Drainage
Section: Chapter Questions
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OTO t
2
8. In catchment, the following 1-hr UH due to Imm effective rainfall is known:
Time (hr)
QUH(m3/s)
0
|||
FH) = Pc + (B-fo) "
A
A- Estimate the direct runoff if the effective rain fall during 1-hr is 5mm.
B- Estimate the direct runoff is the effective rainfall is 5mm during the first hour
and 10mm during the second.
فلاتر
10
O
2 of 1Page
إضافة شرح...
×
Malak
Transcribed Image Text:OTO t 2 8. In catchment, the following 1-hr UH due to Imm effective rainfall is known: Time (hr) QUH(m3/s) 0 ||| FH) = Pc + (B-fo) " A A- Estimate the direct runoff if the effective rain fall during 1-hr is 5mm. B- Estimate the direct runoff is the effective rainfall is 5mm during the first hour and 10mm during the second. فلاتر 10 O 2 of 1Page إضافة شرح... × Malak
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