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YouTubeAbhijit
Open Channel Flow - 6 [Flow Area A, Wetted Perimeter P Hydraulic Radius R, and Hydraulic Depth D]
Unit 5 part 6 Topics covered in this lecture are 1. Sectional properties of open channel flow such as Flow area (A), Wetter Perimeter (P), Hydraulic radius (R) and Hydraulic depth (D) for rectangular, trapezoidal and triangular section.
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A commonly used equation for calculating the velociry of uniform flow in open channels (v) is V=(1)/(n) R^2 / 3 S0^1 / 2 where v is the velocity of uniform flow, n is the Manning coefficient, R is the hydraulic radius, and S0 is the bed slope. Find the dimensions of the Manning coefficient to ensure that the equation is homogeneous. | Numerade
A commonly used equation for calculating the velociry of uniform flow in open channels (v) is V=(1)/(n) R^2 / 3 S0^1 / 2 where v is the velocity of uniform flow, n is the Manning coefficient, R is the hydraulic radius, and S0 is the bed slope. Find the dimensions of the Manning coefficient to ensure that the equation is homogeneous. | Numerade
numerade.com
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