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Use the manning's equation above to find the streamflow rate (Q) under the following conditions:

Use the manning's equation above to find the streamflow rate (Q) under the following conditions:

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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4. Use the manning's equation above to find the streamflow rate (Q) under the following conditions: a. Rectangular canal b. Cement plaster (n) c. River top width (B) = 500 m River depth (Y) = 2 m d. e. River bed slope (S) = 0.03 m/m f. Conversion constant (k) = 1
Transcribed Image Text:4. Use the manning's equation above to find the streamflow rate (Q) under the following conditions: a. Rectangular canal b. Cement plaster (n) c. River top width (B) = 500 m River depth (Y) = 2 m d. e. River bed slope (S) = 0.03 m/m f. Conversion constant (k) = 1
Manning's Equation O=VA == k R2/3 S 0 Values of Manning n Cement plaster Untreated gunite n Lined Canals Wood, planed Wood, unplaned Concrete, trowled Concrete, wood forms, unfinished Rubble in cement Asphalt, smooth Asphalt, rough Natural Channels 1/2 Gravel beds, straight Gravel beds plus large boulders Earth, straight, with some grass Earth, winding, no vegetation Earth, winding with vegetation A Chow, V. T. 1959. Open-Channel Hydraulics. McGraw-Hill, Inc. n 0.011 0.016 0.012 0.013 0.012 0.015 0.020 0.013 0.016 0.025 0.040 0.026 0.030 0.050
Transcribed Image Text:Manning's Equation O=VA == k R2/3 S 0 Values of Manning n Cement plaster Untreated gunite n Lined Canals Wood, planed Wood, unplaned Concrete, trowled Concrete, wood forms, unfinished Rubble in cement Asphalt, smooth Asphalt, rough Natural Channels 1/2 Gravel beds, straight Gravel beds plus large boulders Earth, straight, with some grass Earth, winding, no vegetation Earth, winding with vegetation A Chow, V. T. 1959. Open-Channel Hydraulics. McGraw-Hill, Inc. n 0.011 0.016 0.012 0.013 0.012 0.015 0.020 0.013 0.016 0.025 0.040 0.026 0.030 0.050
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