2.2 m/minThe figure represents a simplified pipe305 mmInfiow1000 m25 m /minnetwork.Flows for the area have been disaggregated tothe nodes, and a major fire flow has beenadded at node G.25+m/minThe water enters the system at node A.250 mma.5 m/min1100 m8 200 mm500 mPipe diameters and lengths are shown on the2.0figure.200 mmE 500 m1.5 m /minFind the flow rate of water in each pipeusing the Hazen-Williams equation with CrwF= 100. Carry out calculations until the305 mm1100 mGcorrections are less then 0.2 m/min.2.3m/min14 m/min305 mm305 mm1250 mw 0001405 mm1250 m355 mm355w 009w 00ww 002C w 00

Hazen-Williams equation: Hazen Williams equation is an empirical equation that gives the relation…

2.2 m/min The figure represents a simplified pipe 306 mm Inflow 1000 m 25 m /min network. Flows for the area have been disaggregated to the nodes, and a major fire flow has been added at node G. 25+ m/min • The water enters the system at node A. 250 mm 1100 m 0.5 m/min Pipe diameters and lengths are shown on the 8 200 mm 500 m 2.0 figure. 200 mm E 500 m '1.5 mimin • Find the flow rate of water in each pipe using the Hazen-Williams equation with Crw = 100. Carry out calculations until the 305 mm G. 1100 m corrections are less then 0.2 m/min. 2.3 m/min 14 m/min 1250m w000 405 mm 1250m w 009 ww 00z

2.2 m/min The figure represents a simplified pipe 306 mm Inflow 1000 m 25 m /min network. Flows for the area have been disaggregated to the nodes, and a major fire flow has been added at node G. 25+ m/min • The water enters the system at node A. 250 mm 1100 m 0.5 m/min Pipe diameters and lengths are shown on the 8 200 mm 500 m 2.0 figure. 200 mm E 500 m '1.5 mimin • Find the flow rate of water in each pipe using the Hazen-Williams equation with Crw = 100. Carry out calculations until the 305 mm G. 1100 m corrections are less then 0.2 m/min. 2.3 m/min 14 m/min 1250m w000 405 mm 1250m w 009 ww 00z

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

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

2.2 m/min
The figure represents a simplified pipe
305 mm
Infiow
1000 m
25 m /min
network.
Flows for the area have been disaggregated to
the nodes, and a major fire flow has been
added at node G.
25+
m/min
The water enters the system at node A.
250 mm
a.5 m/min
1100 m
8 200 mm
500 m
Pipe diameters and lengths are shown on the
2.0
figure.
200 mm
E 500 m
1.5 m /min
Find the flow rate of water in each pipe
using the Hazen-Williams equation with Crw
F
= 100. Carry out calculations until the
305 mm
1100 m
G
corrections are less then 0.2 m/min.
2.3m/min
14 m/min
305 mm
305 mm
1250 m
w 0001
405 mm
1250 m
355 mm
355
w 009
w 00
ww 002
C w 00

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