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

Q: A 3-m-wide rectangular sharp crested weir is built across an open channel. The depth of water in the…

A: Weir head = 0.15 m Upstream depth of water =1.2 m Width of weir = 3 m

Q: he head on a sharp-crested, rectangular weir was incorrectly observed to be 1.4 m. when it was…

A:

Q: 10. Find the discharge over a cipolletti weir of length 1.3 m when the head over the weir is 0.65 m.…

A: This question is related to the Fluid Mechanics from Civil Engineering. In This question we…

Q: (b) A simple reservoir has a linear storage indication curve defined by Q/2 = S/At, where At = 1.0…

A: Given, Q/2 = S /Δt, where Δt = 1.0 h S at 8 A.M=0 ft3 /s-hr To determine, Route the hydrograph

Q: Problem Solving: Determine the flow rate over a suppressed weir if the weir crest is 24 in. long and…

A: Given data in question  Length of crest weir Head To find out  Discharge

Q: What is the head of the weir for a flow of 100 cfs? Consider end contraction for the weir length.…

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Q: Determine the exit gradient for the following weir:

A: Given: Floor length, b = 10 m Depth, d = 4 m Maximum seepage head, H = 5 m