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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.

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
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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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.
Transcribed Image Text: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.
Transcribed Image Text: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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