O'OIS0.056Determinex 100 =In Figue Qs tanksA, B. & CareConnectedby pipelines L₁, L₂ and 13 of diameters andlengthsshown. Assume f=0.022i flow inqsPipes BDwater deration26.8%VEL=45mand CDIn tank CLA = 1500m D = 30 cm=0.08m³/sLB= 600mDB = 30cmLc= 1000mDe: 25cmCEL=36mB

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In Figue Qs tanks by pipelines Lta and 13 of lengths qs Determine i flow in i] water elevation BD pipes VEL=45m shown. Assume f=0.022 A, B. & Care LA = 1500m and CD in tank C D= 30 cm .08 m³/s diameters and LB=600m DB = 30cm Connected Lc= 1000m De 250m EL=36m B +2 E₁-20 C

In Figue Qs tanks by pipelines Lta and 13 of lengths qs Determine i flow in i] water elevation BD pipes VEL=45m shown. Assume f=0.022 A, B. & Care LA = 1500m and CD in tank C D= 30 cm .08 m³/s diameters and LB=600m DB = 30cm Connected Lc= 1000m De 250m EL=36m B +2 E₁-20 C

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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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

O'OIS
0.056
Determine
x 100 =
In Figue Qs tanks
A, B. & Care
Connected
by pipelines L₁, L₂ and 13 of diameters and
lengths
shown. Assume f=0.022
i flow in
qs
Pipes BD
water deration
26.8%
VEL=45m
and CD
In tank C
LA = 1500m D = 30 cm
=0.08m³/s
LB= 600m
DB = 30cm
Lc= 1000m
De: 25cm
C
EL=36m
B

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