Storm Sequence Time units Precipitation (in.) Hydrograph Time units Flow (cfs) Time units Flow (cfs) 1 101 7 320 0.4 8 200 2 1.1 4 512 10 100 2 Mar 3 bed 96 218 9 180 3 1.8 4.5 610 11 86 4 0.9 5 580 12 60 6 460 13 50
Storm Sequence Time units Precipitation (in.) Hydrograph Time units Flow (cfs) Time units Flow (cfs) 1 101 7 320 0.4 8 200 2 1.1 4 512 10 100 2 Mar 3 bed 96 218 9 180 3 1.8 4.5 610 11 86 4 0.9 5 580 12 60 6 460 13 50
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Use excel and show steps clearly please
![7.11 Given a unit rainfall duration of 1 time unit, an effective precipitation of 1.5 in., and the
following hydrograph and storm sequence determine (a) the unit hydrograph and (b) the
hydrograph for the given storm sequence.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F18c269e1-fa0f-4a31-a73e-ed28973503c2%2F57be4483-469d-41a1-a909-8357588a211a%2Fvtfxzua_processed.jpeg&w=3840&q=75)
Transcribed Image Text:7.11 Given a unit rainfall duration of 1 time unit, an effective precipitation of 1.5 in., and the
following hydrograph and storm sequence determine (a) the unit hydrograph and (b) the
hydrograph for the given storm sequence.
![di esgol
Storm Sequence
Time units
Precipitation (in.)
Hydrograph
Time units
Flow (cfs)
Time units
Flow (cfs)
1
101
7
320
A
0.4
2 Mar 3
96
218
9
180
8
200
2
1.1
4
512
10
100
3
1.8
4.5
610
11
86
4
0.9
5
580
12
60
6
460
13
50](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F18c269e1-fa0f-4a31-a73e-ed28973503c2%2F57be4483-469d-41a1-a909-8357588a211a%2Fjmq0q7q_processed.jpeg&w=3840&q=75)
Transcribed Image Text:di esgol
Storm Sequence
Time units
Precipitation (in.)
Hydrograph
Time units
Flow (cfs)
Time units
Flow (cfs)
1
101
7
320
A
0.4
2 Mar 3
96
218
9
180
8
200
2
1.1
4
512
10
100
3
1.8
4.5
610
11
86
4
0.9
5
580
12
60
6
460
13
50
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