A surge tank is being designed to retard the water hammer in a 3,450-ft long pipeline with a diameter of 6.50 ft. The design discharge is 460 cfs and the pipeline material is smooth concrete. Determine the diameter of the surge tank if the water in the tank is allowed to rise to an elevation 16.5 ft. above the feeding resevoir after the flow is suddenly stopped. Neglect minor losses.

Q: At a wastewaterdischarge point, 2500 L/s of effluent must be conveyedin a straight…

A: Q = Discharge = 2500 L/s = 2.5 m3/sy = Depth of flow = 0.55 m.b = Width of base = 1.8 mThe channel…

Q: Concern has been expressed at the local waste water treatment plant regarding the overflows caused…

A: Discharge (Q) = 100 m3/secMaximum Head =22 mLength (L) = 2050 mfriction factor (f) = 0.011To…

Q: Example for Homework (Team Work) Draw HGL and EGL for the pipe shown in fig. Then Calculate the rate…

A: HGL and EGL

Q: Calculate the flow rate and average velocity for a 10-inch deep flow in the 12-inch diameter…

A: Given data in question  Diameter 12 inch n value 0.028 Slope 0.0085 To find out  Flow rate Velocity

Q: Fluid Mechanics Question

A:

Q: • HW 3-A spillway is designed for a 100-year exceedance flood. What is the probability of the design…

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Q: The difference in energy grade line between inlet and outlet is 20 cm when Ethyl Alcohol (specific…

A: Given Data: Specific gravity of Ethyl Alcohol is S=0.79. Density of Ethyl Alcohol is given by:…

Q: Assuming the pump is for a system in Prescott AZ (-5300 ft above sea level), compute the NPSHA for…

A: Data is not sufficient for the solution   Available NPSH NPSHA=Patmγ-hs-hfs-hv Where Patm =…

Q: A 16-in. sewer pipe flowing full is expected to carry a flow rate of 5.8 cfs. The n value is 0.011.…

A:

Q: 1) Which location has positive, negative, zero pressure? a) 3, 1, 2 b) 2, 1, 3 c) 2, 1, 3 d) 2,…

A:

Q: discuss the differences between a full pipe flow and a partially full pipe flow.

A:

Q: what is the velocityof flow in the 4"-diameter pipe in ft/s.

A: given-a pipe diverging pipe with diameter 3" at one end and 4" at other end. required- to find the…

Q: The concept of NPSH dictates that liquid dynamic pumpsshould generally be immersed below the…

A: The dynamic pumps work on the principle of fluid flow which indicates that the fluid flows from…

Q: QUESTION 5 An existing pump, having the tabulated characteristics, is to be used to pump raw sewage…

A: Hs = Static head = 20 mL = Length of pipe = 10 kmHm = Minor loss = 10V22gk = Roughness = 0.15 mmQ =…

Q: a) Concern has been expressed at the local waste water treatment plant regarding the overflows…

A: Given;Discharge (Q) = 100 m3/secMaximum Head =22 mLength (L) = 2050 mfriction factor (f) = 0.011

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.