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
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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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