Different types pof weirs are to be tested to determine the discharge for a head of 2.66 m. determine the resulting discharge, in m^3/s, for a Rectangular weir, L = 5.55 m., Cd = 0.996 70.816 70.168 44.303 44.033 Triangular Weir. 0 = 66o, Cd = 0.904 55.353 53.355 16.004 14.600 Trapezoidal weir, 0/2 = 14.036o, L = 5.55 m, Cdrec = 0.996, Cdtri = 0.904 76.977 44.760 47.640 79.767

Different types pof weirs are to be tested to determine the discharge for a head of 2.66 m. determine the resulting discharge, in m^3/s, for a Rectangular weir, L = 5.55 m., Cd = 0.996 70.816 70.168 44.303 44.033 Triangular Weir. 0 = 66o, Cd = 0.904 55.353 53.355 16.004 14.600 Trapezoidal weir, 0/2 = 14.036o, L = 5.55 m, Cdrec = 0.996, Cdtri = 0.904 76.977 44.760 47.640 79.767

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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