प53In Catchment the following 1. hr UHdue to 1mm effective rainfull is nown.Time hrG (UH) cms21写了قصصورة|||I32.51استخراج النص0.5drow the D.R.H if the effectiveVainfall is 5mm during the firsthour and lomm during theSecond houve.0Wordمشاركة9 Θ 2:09duأداة إضافة التوقيعات2/2>أكثر

Time(h) 0 1 2 3 4 Q (UH)(m/s2) 0 3 2 1 3 To find Direct runoff volume

In Catchment the following 1. hr UH due to 1mm effective rainfull is nown. Time hr 2 3 G (UH) cms Wo - 3 2.5 0.5 5 drow the D.R.H if the effective Vainfall is 5mm during the first hour and lomm during the Second houve.

In Catchment the following 1. hr UH due to 1mm effective rainfull is nown. Time hr 2 3 G (UH) cms Wo - 3 2.5 0.5 5 drow the D.R.H if the effective Vainfall is 5mm during the first hour and lomm during the Second houve.

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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Concept explainers

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

प
5
3
In Catchment the following 1. hr UH
due to 1mm effective rainfull is nown.
Time hr
G (UH) cms
2
1
写了
قص
صورة
|||
I
3
2.5
1
استخراج النص
0.5
drow the D.R.H if the effective
Vainfall is 5mm during the first
hour and lomm during the
Second houve.
0
Word
مشاركة
9 Θ 2:09
du
أداة إضافة التوقيعات
2/2
>
أكثر

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