Task 2 Calculate forces related to fluids at rest and in motion b) An alternative suggestion for the drainage is to replace the pipe with an open channel of width 2m which would have the same slope as the pipe and made of smooth concrete with a Manning friction value of 0.12 c) Compare the open channel with the pipe system for providing the required drainage

Q: Which of the following statements is false regarding the Headworks design? O Low approach velocity…

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Q: Determine the oil surface elevation at section 1. Ⓡ Elevation=1 -60 m Oil, S-0.9 v= 3 x 10-5 m²/s…

A: Specific gravity of oil, S=0.9Kinematic viscosity, ν=3×10-5 m2/ske=0.5ks=0.045Discharge, Q=0.03…

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A:

Q: The design maximum and minimum flow rates in a concrete sewer pipe are 0.60 m/s and 0.030 m/s,…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: depth h of the water.

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Q: water at 60°C (p-62.36 lbm/ft and u-7.536x10 lbm/ft.s) is flowing steadily in a 2-in-diameter…

A: step 1-

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Q: 3. Calculate the depth in a most economical circular section in case of maximum discharge. a) 0.65D…

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Q: 3. Compute the flow rate in a gutter section with a design spread of 3 m and cross-slope of…

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Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.