3) Find the normal depth of flow for a discharge of 50 cfs in a 48 inch diameter concrete pipe (n = 0.012). The pipe has aslope of 1.90 percent. Use the Charts. 5010040-8030 -60-5020 4048-INCH DIAMETERPIPE FLOW CHART10-89S4n=.024883-302O20ILIAon=.012VELOCITY-V- FPS605?302GIOU2029475*towan20167.000%to-4 5 6 7 8 104NORMAL DEPTH OF FLOW IN PIPE5 6 7 8 10n=.012 20009DISCHARGE5 6 7 8000230Q- CFS40 50 60n1.024FEETSLOPEn = .01680 100لللللتPIPENOW20030 40 50 60 80 100482002.0504FEET PER FOOTCRITICAL----- CURVE20300 400200CHART 45600 800 1000300 400 600GURE A-4. (CHART 45) PIPE CHARTS FOR THE SOLUTION OF MANNING'S EQUATION.

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Answered: 3) Find the normal depth of flow for a…

3) Find the normal depth of flow for a discharge of 50 cfs in a 48 inch diameter concrete pipe (n-0.012). The pipe has a slope of 1.90 percent. Use the Charts.

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

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

3) Find the normal depth of flow for a discharge of 50 cfs in a 48 inch diameter concrete pipe (n = 0.012). The pipe has a
slope of 1.90 percent. Use the Charts.

50100
40-80
30 -60
-50
20 40
48-INCH DIAMETER
PIPE FLOW CHART
10-
89
S
4
n=.024
88
3
-30
2
O
20
ILIA
on=.012
VELOCITY-V- FPS
60
5
?
30
2
GIOU
20
29475*
towan
2016
7.000%
to-
4 5 6 7 8 10
4
NORMAL DEPTH OF FLOW IN PIPE
5 6 7 8 10
n=.012 2
0009
DISCHARGE
5 6 7 8
0002
30
Q- CFS
40 50 60
n1.024
FEET
SLOPE
n = .016
80 100
لللللت
PIPE
NOW
200
30 40 50 60 80 100
48
200
2.05
04
FEET PER FOOT
CRITICAL
----- CURVE
20
300 400
200
CHART 45
600 800 1000
300 400 600
GURE A-4. (CHART 45) PIPE CHARTS FOR THE SOLUTION OF MANNING'S EQUATION.

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