Q1. Find the peak discharge for a city for a 2-year storm by using IDF belo overflow distance is 272 m and slop is 2 m/m (take the average of runoff coefficient) Area (m?) Description Commercial Areas 15831 Crop lands, sandy soil 18886 39293 Parks, open space 200 180 160 - 140 - - 10-Year Storm 120 - 100 5-Year Storm 80 - 2-Year Storm 60 - 1-Year Storm 40 - 20 - 4 Year Storm Intensity of Rainfall, mm/h

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q1. Find the peak discharge for a city for a 2-year storm by using IDF below if
overflow distance is 272 m and slop is 2 m/m (take the average of runoff
coefficient)
Area (m²)
Description
Commercial Areas
15831
18886
Crop lands, sandy
soil
39293
Parks, open space
200
180 -
160 -
140 –
- 10-Year Storm
120 -
100 -
5-Year Storm
80 -
2-Year Storm
60 -
1-Year Storm
40 -
20 - 4 Year Storm
½ Year Storm
10
20
30
40
50
60
70
80
90
100
Time of Duration (min)
Intensity of Rainfall, mm/h
Transcribed Image Text:Q1. Find the peak discharge for a city for a 2-year storm by using IDF below if overflow distance is 272 m and slop is 2 m/m (take the average of runoff coefficient) Area (m²) Description Commercial Areas 15831 18886 Crop lands, sandy soil 39293 Parks, open space 200 180 - 160 - 140 – - 10-Year Storm 120 - 100 - 5-Year Storm 80 - 2-Year Storm 60 - 1-Year Storm 40 - 20 - 4 Year Storm ½ Year Storm 10 20 30 40 50 60 70 80 90 100 Time of Duration (min) Intensity of Rainfall, mm/h
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