CO-3,4,5 SITUATION 4. (Flow in Pipes - A circular pipe has a diameter of 750 millimeters is flowing full of water. a) b) c) d) WS Diameter = D NOTES: For "Manning's Formula" NOTES: Manning's Roughness Coef. n = 0.012 Consider pipe is flowing full. Pipe Invert Slope is S=1.55% Hydraulic Radius R= D/4 1/2 Velocity V = 1/n x R S Flow Rate Q = AxV Figure 1. FLOW IN PIPES H+D Note: Volume = 1.0 m³ = 1,000 liters Calculate its hydraulic radius, R = ? in meters Calculate the mean velocity V = ? in meters per sec. Determine the flow rate Q = ? in cubic meters per sec. ? Determine the flow rate Q = ? in liters per sec. ?

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Chapter14: Fluid Mechanics
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Problem 128CP: Two pipes of equal and constant diameter leave a water pumping and dump water cut of open end that...
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CO-3,4,5
SITUATION 4. (Flow in Pipes -
a)
A circular pipe has a diameter of 750 millimeters is flowing full of
water.
Diameter = D
NOTES: For "Manning's Formula"
Velocity V = 1/n x R S
2/3 1/2
d)
WS
O
NOTES:
Manning's Roughness Coef. n = 0.012
Consider pipe is flowing full.
Pipe Invert Slope is S=1.55%
Hydraulic Radius R= D/4
Flow Rate Q = A x V
Figure 1. FLOW IN PIPES
H +D
Note: Volume = 1.0 m³ = 1,000 liters
Calculate its hydraulic radius, R = ? in meters
Calculate the mean velocity V = ? in meters per sec.
Determine the flow rate Q = ? in cubic meters per sec. ?
Determine the flow rate Q = ? in liters per sec. ?
Transcribed Image Text:CO-3,4,5 SITUATION 4. (Flow in Pipes - a) A circular pipe has a diameter of 750 millimeters is flowing full of water. Diameter = D NOTES: For "Manning's Formula" Velocity V = 1/n x R S 2/3 1/2 d) WS O NOTES: Manning's Roughness Coef. n = 0.012 Consider pipe is flowing full. Pipe Invert Slope is S=1.55% Hydraulic Radius R= D/4 Flow Rate Q = A x V Figure 1. FLOW IN PIPES H +D Note: Volume = 1.0 m³ = 1,000 liters Calculate its hydraulic radius, R = ? in meters Calculate the mean velocity V = ? in meters per sec. Determine the flow rate Q = ? in cubic meters per sec. ? Determine the flow rate Q = ? in liters per sec. ?
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