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Use the level pool method to route the inflow hydrograph given below. The storage- outflow characteristics are also given below. Use a time interval (time step) of 10 minutes in your calculations. Initially the storage is zero. Compute the outflow, and plot the inflow and outflow hydrographs in the same figure. Make sure to perform routing for at least 6 hours. Storage (ft³) Discharge 0 32670 65340 98110 130680 163350 196020 0 5 12 25 30 38 54 (cfs) Storage (ft³) 228690 261360 294030 326700 Discharge (cfs) 90 100 120 140 Time (min) 0 10 20 30 40 50 60 70 80 90 Inflow (cfs) 0 15 25 35 35 35 40 55 62 60 Time (min) 100 110 120 130 140 150 160 170 180 190 Inflow (cfs) 50 42 35 30 25 20 15 10 0 0 Time (min) 200 210 220 230 240 200 Inflow (cfs) 0 0 0 0 0 0

Use the level pool method to route the inflow hydrograph given below. The storage- outflow characteristics are also given below. Use a time interval (time step) of 10 minutes in your calculations. Initially the storage is zero. Compute the outflow, and plot the inflow and outflow hydrographs in the same figure. Make sure to perform routing for at least 6 hours. Storage (ft³) Discharge 0 32670 65340 98110 130680 163350 196020 0 5 12 25 30 38 54 (cfs) Storage (ft³) 228690 261360 294030 326700 Discharge (cfs) 90 100 120 140 Time (min) 0 10 20 30 40 50 60 70 80 90 Inflow (cfs) 0 15 25 35 35 35 40 55 62 60 Time (min) 100 110 120 130 140 150 160 170 180 190 Inflow (cfs) 50 42 35 30 25 20 15 10 0 0 Time (min) 200 210 220 230 240 200 Inflow (cfs) 0 0 0 0 0 0

Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
Section: Chapter Questions
Problem 7.6P
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Use the level pool method to route the inflow hydrograph given below. The storage- outflow characteristics are also given below. Use a time interval (time step) of 10 minutes in your calculations. Initially the storage is zero. Compute the outflow, and plot the inflow and outflow hydrographs in the same figure. Make sure to perform routing for at least 6 hours. Storage (ft³) Discharge 0 32670 65340 98110 130680 163350 196020 0 5 12 25 30 38 54 (cfs) Storage (ft³) 228690 261360 294030 326700 Discharge (cfs) 90 100 120 140 Time (min) 0 10 20 30 40 50 60 70 80 90 Inflow (cfs) 0 15 25 35 35 35 40 55 62 60 Time (min) 100 110 120 130 140 150 160 170 180 190 Inflow (cfs) 50 42 35 30 25 20 15 10 0 0 Time (min) 200 210 220 230 240 200 Inflow (cfs) 0 0 0 0 0 0
Transcribed Image Text:Use the level pool method to route the inflow hydrograph given below. The storage- outflow characteristics are also given below. Use a time interval (time step) of 10 minutes in your calculations. Initially the storage is zero. Compute the outflow, and plot the inflow and outflow hydrographs in the same figure. Make sure to perform routing for at least 6 hours. Storage (ft³) Discharge 0 32670 65340 98110 130680 163350 196020 0 5 12 25 30 38 54 (cfs) Storage (ft³) 228690 261360 294030 326700 Discharge (cfs) 90 100 120 140 Time (min) 0 10 20 30 40 50 60 70 80 90 Inflow (cfs) 0 15 25 35 35 35 40 55 62 60 Time (min) 100 110 120 130 140 150 160 170 180 190 Inflow (cfs) 50 42 35 30 25 20 15 10 0 0 Time (min) 200 210 220 230 240 200 Inflow (cfs) 0 0 0 0 0 0
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