Suppose that a stable hydraulic jump forms between the two sluice gates shown in Figure 5.15. If the flow depth downstream of a sluice gate is 61% of the gate opening (yg), determine the downstream gate opening (yg2) for the following conditions: y1 = 0.61 m, Q = 15 m3/s, b = 5 m. (Hint. Assume no loss of energy through a sluice gate.)

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A: As per guidelines we need to answer only first question so please repost rest question separately

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Q: Show step by step solu

A: Q=1.555D2Explanation:

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A: Given :

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A: do = 5 cm or 0.05 m Q1 = 10 L/s h = 50 cm or 0.5 m

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Q: Q.6 Uniform Flow Fluid Mechanics and Hydraulics - Unifo... The initial depth of a hydraulic jump in…

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Q: 1. Determine the flow rate and also the pressure at point 2 in the siphon shown in Fig. E. 6.17.…

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Q: Situation 5 A well of diameter 300 mm is constructed to the full depth of a soil of thickness 150 m,…

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A: step 1-

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Q: Question 5 a. As a result of a sudden enlargement in a piper from a diameter 0.30 m to 0.60 m, the…

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Q: the thickness of the water at that section is:

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Q: 4: A conical tube of length 2 m fixed vertically with its smaller end upwards. The velocity head,…

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Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.