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

See similar textbooks

Similar questions

For #5-7, assume there is a creek with a width of 4.6 m, depth of 23 cm, slope of 0.001 m/m, and discharge of 0.13 m³/s. 5. Assuming a rectangular cross section, what is the hydraulic radius of the creek to the nearest cm? 6. What is the average flow velocity to the nearest cm/s? 7. And what is the channel's Manning's roughness coefficient (using SI units) to the nearest hundredth?
Assume reasonable data, if necessary. Comment whether the channel will be in Find the maximum discharge through an irigation channel having the bed width H.W - 1 4 m and fully supply depth is 1.50 m. Given that n= 0.02, S = 0.0002, side slope = 1:1 %3D %3D scouring or silting.
State the significance of determining the coefficient of discharge of a contracted rectangular weir (with width to depth ratio of 2:1). 5 sentences or 1 paragraph. I need this po asap. Thank you.
(Problem 10.51) Water flows from a storage tank, over two triangular weirs, and into two irrigation channels. The head for each weir is 0.4ft and the flowrate in the channel fed by the 90-degree V-notch weir is to be twice the flowrate in the other channel. Determine the angle O for the second weir. .. (Ans: 2 = 53-degrees)
If a rectangular suppressed weir 1.5m high extends across a rectangularchannel 3m wide. Measured head is 0.44 meters. Using Francis formula(show your checking) and neglecting velocity of approach, find thedischarge (cms). INCLUDE FBD!!!
A trapezoidal canal having the following flow and channel properties: Discharge is 17 cum/s ;velocity is 80 cm /sec ;n=0.018 ;side slope of 2H:1.5 V. What slope of the channel isrequired if the most efficient or best hydraulic cross section of trapezoid is used?
What is the angle notch of the triangular weir when the discharge of water over the weir is 1.412 cfs and the head is 0.984 ft. Draw the sketch.
A trapeziodal channel lined with grass (n = 0.027) has a bottom width of 4.25 feet, side slopes of 2 horizontal to 1 vertical, and a slope of 1.1 percent. Water is flowing at a depth of 2.35 feet. a) what is the discharge? b) what is the velocity?
For a V-shaped concrete lined channel with total included angle of 80°, and a depth of 3 m if the discharge is 10.7 m^3/s. Determine the slope if Darcy-Weisbach constant is 0.011 (Your final answer shall be in fraction i.e. 1/5000). Show a diagram.
Is a bump, Fig. , similar to a weir? If not, when doesa bump becomes large enough, or sharp enough, to bea weir?