Civil Q- The infiltration rates in a region during various periods of time following the0.20 to 0.300.10 to 0.200.250.15Table 5.1 displays the storm's onset. 900 mm of rain fell in all. Using Horton's approach, calculate the total rain, total infiltration loss, and excess rain. TABLE Data on Time and Infiltration RateTime Infiltration rate Infiltration rate (f) - Final infiltration rate (fo, cm/h)(t, min) (fr, cm/h)123456810121416182022242628304.203.703.403.002.802.602.262.021.861.771.681.621.591.561.541.531.521.51 (f)2.692.191.891.491.291.090.750.510.350.260.170.110.080.050.030.020.010.00 Time (t, min)3632282416128A0T-210Ay 12.3 minSlope, m=2 3 5 7 1012.3/60Ax = log;2=-0.2051.0-1.00.113fi-feFIGURE Data of ft-fe versus T.5 7 10f₁-f=3.4t=02 3 5 7 10'

The value of infiltration rate (ft) - final infiltration rate (fc), which are shown in the above…

Answered: The infiltration rates in a region…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Civil Q- The infiltration rates in a region during various periods of time following the

0.20 to 0.30

0.10 to 0.20

0.25

0.15

Table 5.1 displays the storm's onset. 900 mm of rain fell in all. Using Horton's approach, calculate the total rain, total infiltration loss, and excess rain.

TABLE Data on Time and Infiltration Rate
Time Infiltration rate Infiltration rate (f) - Final infiltration rate (fo, cm/h)
(t, min) (fr, cm/h)
1
2
3
4
5
6
8
10
12
14
16
18
20
22
24
26
28
30
4.20
3.70
3.40
3.00
2.80
2.60
2.26
2.02
1.86
1.77
1.68
1.62
1.59
1.56
1.54
1.53
1.52
1.51 (f)
2.69
2.19
1.89
1.49
1.29
1.09
0.75
0.51
0.35
0.26
0.17
0.11
0.08
0.05
0.03
0.02
0.01
0.00

Time (t, min)
36
32
28
24
16
12
8
A
0
T
-2
10
Ay 12.3 min
Slope, m=
2 3 5 7 10
12.3/60
Ax = log;
2
=-0.205
1.0-1.0
0.1
1
3
fi-fe
FIGURE Data of ft-fe versus T.
5 7 10
f₁-f=3.4
t=0
2 3 5 7 10'

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