QUESTION 6 Using Fig.Q6. determine the distribution of flow in the pipe network shown. The head loss may be assumed as rQ" = kQ" where n- Hardy-Cross Method. (Show all working) 2. The flow is turbulent and the pipes are rough. Use the 50 k:4 75 50 k=1 k=2 k= 3 D. 25 k: 2

Q: Compute the discharges for the pipes of the network shown below. Use the Hardy Cross method. Only…

A: Since the flow which are to be assumed are given, continuity is to be checked, that is  Flow into a…

Q: absolute roughness is 0.03mm (for both sections), Determine the height H. Neglect local losses. Tip:…

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Q: You are in charge of evaluating a segment of aqueduct pipe (diameter: 30cm). You know that pt. A has…

A: Diameter = 0.3 m PA = 500 kPa LAB = 100 m QAB = 175 L/s = 0.175 m3/s C = 100 Find: (a) Head lost…

Q: A circular, downward water jet impacts a horizontal plate as shown in the figure below. The exit…

A: A vertical downward jet flow from the pipe impacts a plate kept at a certain distance. The velocity,…

Q: Given the following information about a length of pipe: P1 = 440 kPa V1 = 0.0085 m/s z1 = 5 m v2 =…

A: Applying Bernoulli`s equation between point 1 and 2 in the given pipe flow:…

Q: a. Find an expression for V₂. b. Find the initial time that V₂ first is zero. c. Find the mean…

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Q: 4. The water discharge through the 200 mm pipe shown is throttled to a velocity of 2.4 m/s by means…

A: delivery pipe diameter= 200 mmsuction pipe diameter = 300mlength of suction pipe = 30 mvelocity =…

Q: Water flows from the tank shown in the figure below. At a depth of 1.5 ft the rate of change of…

A: Total length of pipe= 18ftDiameter of pipe = 0.4 inFriction factor = 0.03Loss coefficient For…

Q: The volumetric flow through the pump in the figure is Q = 0.014 m3 / s. The fluid being pumped is…

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Q: As shown in Figure 7, assume that the head loss in the pipe is given by hi = 0.014(L/D)(V 2/2g),…

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Q: P1 =346 kPa D; =0.12 m P2 107 kPa D2 43 m

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Q: Water flows through a pipe at 5 L/s as shown. If the gage pressure of 12.5 kPa, 11.5 kPa and 10.3…

A: Given data,  P1 = 12.5 kpa P2 = 11.5 kpa P3 = 10.3 kpa D1= 50 mm D2 = 50 mm D3 = 30 mm Discharge = 5…

Q: Water flows through the pipe contraction shown in the figure below. For the given d=0.11 m…

A: D1= 0.12 m   ,    D2= 0.04 m    ,   d= 0.11 m

Q: Give proper explanation for the selected option

A: For different types of flows the factors which are effecting the friction factor are different. As…

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?