Different types of weirs are to be tested to determine the discharge for a head of 2.66 m. Determine the resulting discharge, in m3Is.1. Rectangular Weir, L = 5.55 m., Cd = 0.996a.70.81644.303b.68.683d.44.033Triangular Weir, 0 = 66°, Cd = 0.904a.55.353с.16.004b.53.355Id.14.6003. Trapezoidal Weir, 8/2 = 14.036°, L= 5.55 m., Cdrec = 0.996, Cdtri = 0,904ja.76.97747 640с.b.44.760d. 79.767O Question 1-AO Question 1-BO Question 1-CO Question 1-DO Question 2-AO Question 2-BO Question 2-CO Question 2-DO Question 3-AO Question 3-BO Question 3-CO Question 3-D

Answered: Image /qna-images/answer/9c2fe45c-ff12-4f90-ade3-4ccc4332d1e2.jpg

gular Weir, L = 5.55 m., Cd = 0.996 1.816 c. 44.303 3.683 d. 44.033 ular Weir, 0 = 66°, Cd = 0.904 %3D 5.353 c. 16.004 .355 d. 14.600 oidal Weir, 8/2 = 14.036°, L = 5.55 m., Cdrec = 0.996, Cdtri = 0.904 .977 C. 47.640 1.760 d. 79.767 n 1-A n 1-B n 1-C n 1-D n 2-A n 2-B ㅋ 2-C ㅋ 2-0 n 3-A n 3-B n 3-C n 3-D

gular Weir, L = 5.55 m., Cd = 0.996 1.816 c. 44.303 3.683 d. 44.033 ular Weir, 0 = 66°, Cd = 0.904 %3D 5.353 c. 16.004 .355 d. 14.600 oidal Weir, 8/2 = 14.036°, L = 5.55 m., Cdrec = 0.996, Cdtri = 0.904 .977 C. 47.640 1.760 d. 79.767 n 1-A n 1-B n 1-C n 1-D n 2-A n 2-B ㅋ 2-C ㅋ 2-0 n 3-A n 3-B n 3-C n 3-D

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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