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

See similar textbooks

Similar questions

Question 48 Different types of weirs are to be tested to determine the discharge for a head of 2.66 m. Determine the resulting discharge, in mls. 1. Rectangular Weir, L = 5.55 m., Cd = 0.996 la. 70.816 c. 44.303 b. 68.683 d. 44.033 2. Triangular Weir, 0 = 66°, Cd = 0.904 a. 55.353 c. 16.004 b 53.355 d. 14.600 3. Trapezoidal Weir, 0/2 = 14.036°, L = 5.55 m., Cdrec = 0.996, Cdtri = 0.904 la. 76.977 c. 47.640 b. 44.760 d. 79.767 O Question 1-A O Question 1-B O Question 1-C O Question 1-D O Question 2-A ASUS
A trapezoidal weir has its non-parallel sides inclined at 4V:1H. It has a base of 4.64 m. And a head of 2.66 m. If Cd(rec) = 0.925 and Cd(tri) = 0.988, determine the actual discharge on the weir (in L/s). Round off to two decimal places.
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 = 0.996 a. 70.816 44.303 b. 68.683 d. 44.033 Triangular Weir, 0 = 66°, Cd = 0.904 a. 55.353 с. 16.004 b. 53.355 Id. 14.600 3. Trapezoidal Weir, 8/2 = 14.036°, L= 5.55 m., Cdrec = 0.996, Cdtri = 0,904 ja. 76.977 47 640 с. b. 44.760 d. 79.767 O Question 1-A O Question 1-B O Question 1-C O Question 1-D O Question 2-A O Question 2-B O Question 2-C O Question 2-D O Question 3-A O Question 3-B O Question 3-C O Question 3-D
Design a weir according to the following data: Channel width = 6 m. Flow discharge = 5 m³/s. Upstream water depth = 1.5 m. Adopt Ca=0.65. 1
A trapezoidal weir has a side slope of 1 horizontal to 4 vertical. The head over the weir is 2.5 ft when the discharge is 30 cfs. What is the weir length? Assume, Cd = 0.62
25. Determine the discharge of the weir having a head of 0.6 m in L/s if a 51⁰ triangular weir is used. Assume C = 0.62175 L/s180 L/s195 L/s200 L/s
1. On a 90-degree triangle weir, the measuring head of water is 600 mm. What length of Cipolletti weir could be substituted to make the weir three times the length of the head on it?
22. Situation 8 - Different types of weirs are to be tested to determine the discharge for a head of 2.66 m. a. Determine the resulting discharge, in m3/s for Rectangular Weir, L = 5.55 m., Cd = 0.996. Round off to three decimal places. b. Determine the resulting discharge, in m3/s for Trapezoidal Weir, θ/2 = 14.036°, L = 5.55 m., Cdrec = 0.996, Cdtri = 0.904. Round off to three decimal places. c. Determine the resulting discharge, in m3/s for Triangular Weir, θ = 66°, Cd = 0.904. Round off to three decimal places.
If the given figure shows the geometry of a certain unsymmetrical weir, calculate the discharge if the coefficient of discharge c = 0.589. For this unsymmetrical weir, let H = 3m. 40 30 WER FLATE 10.277 cu.m/s 15.188 cu.m/s O 15.362 cu.m/s 30.723 cu.m/s
A channel carries a head of water equal to 0.90 meters. Compute the discharge of the channel if a 120 degree triangular weir is used, Assume C=0.63 O a. 0.37 m^3/s O b. 7.50 m^3/s O c. 4.21 m^3/s O d. 1.98 m^3/s Oe. 0.65 m^3/s
Q1) Prove that angle of inclination in a Cipolletti weir equals to 14°2¹ ?
A rectangular weir of 4.5 m long is to be built across a rectangular channel if the maximum depth of water on the upstream side of weir is to be 1.75 m. What should be the crest height of the weir if: a) the discharge over weir is 5.5 m³/sec, b) the discharge over weir is 9 m³/sec? Where the discharge coefficient cd=+0.5. 50