4) Using the charts, what is the capacity (maximum flow) in a 15-inch RCP with a slope of 1%.
4) Using the charts, what is the capacity (maximum flow) in a 15-inch RCP with a slope of 1%.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![FIGURE A-4. (CHART 36) PIPE CHARTS FOR THE SOLUTION OF MANNING'S EQUATION.
DEPTH OF FLOW IN PIPE-FEET
L
2
9
NORMAL DEPTH
8
20
O
2004 U
SIO = U
SLOPE OF PIPE-FEET PER FOOT
793
4
Y n
VELOCITY-V - FPS
DAG 22
3
S
>
CHART 36
N
n=.024
111
15
DİNE YANINDA
49956
n=.012
999
5
G
88
20 30 40
DISCHARGE-Q-CFS n = .015
3 4 5 6 7 8 10
$176
01 8 2 9 5 + £, ²
22100 80 9050 50 60 20
08 0.1
04.05.06 08 0.1 2 3 4 5 6 7 8 LO
n=.024
PIPE FLOW CHART
15-INCH DIAMETER
Page <
4
33 >
C](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb1815343-0e1e-45bc-b31a-0935809f9211%2F98d3eb4f-7f85-419b-96e3-5b0c7e478fe7%2Fcds0mjp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:FIGURE A-4. (CHART 36) PIPE CHARTS FOR THE SOLUTION OF MANNING'S EQUATION.
DEPTH OF FLOW IN PIPE-FEET
L
2
9
NORMAL DEPTH
8
20
O
2004 U
SIO = U
SLOPE OF PIPE-FEET PER FOOT
793
4
Y n
VELOCITY-V - FPS
DAG 22
3
S
>
CHART 36
N
n=.024
111
15
DİNE YANINDA
49956
n=.012
999
5
G
88
20 30 40
DISCHARGE-Q-CFS n = .015
3 4 5 6 7 8 10
$176
01 8 2 9 5 + £, ²
22100 80 9050 50 60 20
08 0.1
04.05.06 08 0.1 2 3 4 5 6 7 8 LO
n=.024
PIPE FLOW CHART
15-INCH DIAMETER
Page <
4
33 >
C
![4) Using the charts, what is the capacity (maximum flow) in a 15-inch RCP with a slope of 1%.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb1815343-0e1e-45bc-b31a-0935809f9211%2F98d3eb4f-7f85-419b-96e3-5b0c7e478fe7%2Fcnm26ol_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4) Using the charts, what is the capacity (maximum flow) in a 15-inch RCP with a slope of 1%.
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