Exercise [2] For a given basin, the following are the infiltration capacity rates at various time intervals after the beginning of the storm. Make a plot of the f-curve and establish an equation of the form developed by Horton. Also, determine the total rain and the excess rain (runoff). Time Precipitation rate Infiltration capacity (min) (cm/hr) (cm/hr) 1 5.0 3.9 2 5.0 3.4 3 5.0 3.1 4 5.0 2.7 5 5.0 2.5 7.5 2.3 8 7.5 2.0 10 7.5 1.8 12 7.5 1.54 14 7.5 1.43 16 2.5 1.36 18 2.5 1.31 20 2.5 1.28 22 2.5 1.25 1 on Engineering Assignment ITT Time Precipitation rate Infiltration capacity (min) (cm/hr) (cm/hr) 24 2.5 1.23 26 2.5 1.22 28 2.5 1.20 30 2.5 1.20 Note: Excess rain (runoff) = Total precipitation Infiltration loss.
Exercise [2] For a given basin, the following are the infiltration capacity rates at various time intervals after the beginning of the storm. Make a plot of the f-curve and establish an equation of the form developed by Horton. Also, determine the total rain and the excess rain (runoff). Time Precipitation rate Infiltration capacity (min) (cm/hr) (cm/hr) 1 5.0 3.9 2 5.0 3.4 3 5.0 3.1 4 5.0 2.7 5 5.0 2.5 7.5 2.3 8 7.5 2.0 10 7.5 1.8 12 7.5 1.54 14 7.5 1.43 16 2.5 1.36 18 2.5 1.31 20 2.5 1.28 22 2.5 1.25 1 on Engineering Assignment ITT Time Precipitation rate Infiltration capacity (min) (cm/hr) (cm/hr) 24 2.5 1.23 26 2.5 1.22 28 2.5 1.20 30 2.5 1.20 Note: Excess rain (runoff) = Total precipitation Infiltration loss.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Exercise [2]
For a given basin, the following are the infiltration capacity rates at
various time intervals after the beginning of the storm. Make a plot of
the f-curve and establish an equation of the form developed by
Horton. Also, determine the total rain and the excess rain (runoff).
Time Precipitation rate Infiltration capacity
(min)
(cm/hr)
(cm/hr)
1
5.0
3.9
2
5.0
3.4
5.0
3.1
4
5.0
2.7
5.0
2.5
6.
7.5
2.3
8.
7.5
2.0
10
7.5
1.8
12
7.5
1.54
14
7.5
1.43
16
2.5
1.36
18
2.5
1.31
20
2.5
1.28
22
2.5
1.25
1
Irigation Engineering
Assignment No.[1]
Time Precipitation rate Infiltration capacity
(min)
(cm/hr)
(cm/hr)
24
2.5
1.23
26
2.5
1.22
28
2.5
1.20
30
2.5
1.20
Note:
Excess rain (runoff) = Total precipitation Infiltration loss.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F25874860-8d2f-4970-be75-cd18b44649c1%2F5b1221d9-c14c-4ad7-ae5c-5f7755f5417e%2Fbmzpvw_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Exercise [2]
For a given basin, the following are the infiltration capacity rates at
various time intervals after the beginning of the storm. Make a plot of
the f-curve and establish an equation of the form developed by
Horton. Also, determine the total rain and the excess rain (runoff).
Time Precipitation rate Infiltration capacity
(min)
(cm/hr)
(cm/hr)
1
5.0
3.9
2
5.0
3.4
5.0
3.1
4
5.0
2.7
5.0
2.5
6.
7.5
2.3
8.
7.5
2.0
10
7.5
1.8
12
7.5
1.54
14
7.5
1.43
16
2.5
1.36
18
2.5
1.31
20
2.5
1.28
22
2.5
1.25
1
Irigation Engineering
Assignment No.[1]
Time Precipitation rate Infiltration capacity
(min)
(cm/hr)
(cm/hr)
24
2.5
1.23
26
2.5
1.22
28
2.5
1.20
30
2.5
1.20
Note:
Excess rain (runoff) = Total precipitation Infiltration loss.
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