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a. Using the table above, plot the cumulative mass curve for rainfall and the hydrograph. b. Compute the volume of infiltration loss (in m³) for the storm, neglecting other losses.

a. Using the table above, plot the cumulative mass curve for rainfall and the hydrograph. b. Compute the volume of infiltration loss (in m³) for the storm, neglecting other losses.

Structural Analysis
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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Subject water resources
5. The following table contains the records of rainfall (in mm) and surface runoff data (in m³/s) of a storm event for a watershed having a drainage area of 8.0 km². Time 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 6:00 6:15 6:30 6:45 7:00 Cumulative Rainfall (mm) 0 15 40 45 48 64 65 66 66 66 Discharge (cms) 0 1 4 11 13 35 45 21 10 5 3 1 0 a. Using the table above, plot the cumulative mass curve for rainfall and the hydrograph. b. Compute the volume of infiltration loss (in m³) for the storm, neglecting other losses.
Transcribed Image Text:5. The following table contains the records of rainfall (in mm) and surface runoff data (in m³/s) of a storm event for a watershed having a drainage area of 8.0 km². Time 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 6:00 6:15 6:30 6:45 7:00 Cumulative Rainfall (mm) 0 15 40 45 48 64 65 66 66 66 Discharge (cms) 0 1 4 11 13 35 45 21 10 5 3 1 0 a. Using the table above, plot the cumulative mass curve for rainfall and the hydrograph. b. Compute the volume of infiltration loss (in m³) for the storm, neglecting other losses.
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