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. ?
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. ?
University Physics Volume 1
18th Edition
ISBN:9781938168277
Author:William Moebs, Samuel J. Ling, Jeff Sanny
Publisher:William Moebs, Samuel J. Ling, Jeff Sanny
Chapter14: Fluid Mechanics
Section: Chapter Questions
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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