Please help, the area runoff coefficient and inlet time for each sub catchment shown in the table.

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Please help, the area runoff coefficient and inlet time for each sub catchment shown in the table.
A 27-acre drainage basin comprising of seven sub-catchments is shown in Fig. 1. Determine the design flows (Q)
entering manholes A, B, C, and E in cfs for a 5 year return period. The area, runoff coefficient and inlet time for each
sub-catchment is shown in Table 1; the length and slope for each pipe in Table 2. Use the rainfall intensity equation
12070.175
Ta+27
where i is the rainfall intensity in inches/hr, Tis the return period and T. is the duration in minutes.
Transcribed Image Text:A 27-acre drainage basin comprising of seven sub-catchments is shown in Fig. 1. Determine the design flows (Q) entering manholes A, B, C, and E in cfs for a 5 year return period. The area, runoff coefficient and inlet time for each sub-catchment is shown in Table 1; the length and slope for each pipe in Table 2. Use the rainfall intensity equation 12070.175 Ta+27 where i is the rainfall intensity in inches/hr, Tis the return period and T. is the duration in minutes.
Table 1. Characteristics of the drainage basin
Catchment
Area
RunoffCoelicient
Inlettime
(acres)
C
t(min)
2
0.7
||
3
0.7
7
II
4
0.6
10
IV
4
0.6
10
V
0.5
15
VI
4.5
0.5
15
VII
4.5
0.5
15
Transcribed Image Text:Table 1. Characteristics of the drainage basin Catchment Area RunoffCoelicient Inlettime (acres) C t(min) 2 0.7 || 3 0.7 7 II 4 0.6 10 IV 4 0.6 10 V 0.5 15 VI 4.5 0.5 15 VII 4.5 0.5 15
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