A pipe network consists of the following pipes: pipe AB is 20 cm in diameter and 700 meters long: pipe AC is 25 cm in diameter and 800 meters long; pipe BC is 15 cm in diameter and 900 meters long; pipe BD is 15 cm in diameter and 100 m long; and pipe CE is 30 cm in diameter and 50 m long. An inflow of 0.20 cubic meters per second enters the system at junction A and 40% of this discharge flow on pipe AB. If Cw for Hazen-William's Equation. 122 for all pipes, determine the discharges in pipes BD and CE.

Q: Estimate the transition length in a 3.5-inch SCH 40 pipe, if the Reynolds number of the flow is 2400

A: Given, D = 3.5 in Re = 2400

Q: Pipelines 1, 2, and 3 are connected with parallel to each other with pipeline 1 having diameter of…

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Q: The discharge in m³/s for laminar flow through a pipe of diameter 0.04 m having a centre line…

A: Diameter of pipe d =0.04 mCentre line velocity Umax=1.5 m/sDischarge Q=??

Q: The velocity of water in a 2-cm-dia pipe is 20 m/s. If the pipe enlarges to 5-cm-dia, the velocity,…

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Q: Water flows from reservoir A to a turbine and then discharges into tailrace B, as shown in the…

A: step 1-

Q: Pipe 1 which is 300 mm in diameter and 500 m long is in parallel with pipe 2 which is 450 mm in…

A: To Determine flow in pipe 2 ( Q2 )

Q: In a pipe flow from an elevated tank, a control valve is placed adding minor head losses in the…

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Q: The total head loss in the series/parallel pipe system shown below is 30 m. Determine the discharge…

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Q: Two rectangular clarifiers which are connected in series, each 50 m long and 15 m wide with water…

A: For Two rectangular clarifiers which are connected in series,Length,L  50 mWidth,B= 15 m wide Depth…

Q: The diameter of a pipeline at point 1 is 75 mm and at point 2 is 25 mm. Points 1 and 2 are at the…

A: Consider the following figure. The specific gravity is G=1.4. The pressure head at point 1 is,…

Q: 15. A circular pipe has a diameter of 1 m, bed slope of 1 in 1000, and Manning's roughness…

A: Diameter of the circular pipe D = 1 m, Bed slope S = 1in 1000, Manning's constant n = 0.01, When…

Q: Statement I given specific energy the discharge 1 maximum when the flow is critical For d is (Fr…

A: given- critical flowFroude's number Fr=1 It is required to prove that, for a given specific energy…

Q: Târee reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common…

A: Given : Elevation of reservoir A = 80 m Elevation of reservoir B = 70 m Elevation of reservoir C =…

Q: 5. Determine whether the slabs shown is a two-way or one-way and also 3m S-1 approximately find the…

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Q: It is well known that in a parallel pipeline system if you increase the diameter of those parallel…

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Q: Q4/ In Figure shown below, L₁= 300 m, d₁- 600 mm, el= 2 mm, L₂= 240 m, d₂ - 1 m, e₂-0.3 mm, u= 3x…

A: L1 = 300 m  d1 = 600 mm or 0.6 m  L2 = 240 m  d2 = 1 m

Q: Determine the quantity of flow Q at the outflow end of the pipe shown in figure 4-6 of your book…

A: Elevation of the center of pipe (H1) = 513 feet Elevation of the surface of the reservoir(H2) = 537…

Q: A pump pumps 0.200 ft /s of brine solution having a density of 1.15 g/cm from an open feed tank…

A: ρ = 1.15 x 1000 = 1150kg/m3 Q = 0.2ft3/s = 0.2 x (0.30483) m3/s = 0.00566 m3/s Ho (total head) = H…

Q: 1. Determine the maximum load P that can be applied to the beam if the bearing plates A' and B' have…

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Q: SITUATION #2c: Three pipes 1, 2, and 3 from three reservoirs A, B, and C, respectively, meet at a…

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Q: Wo

A: A loaded beams have been given and it has been asked to determine shear force, bending moment…

Q: The total discharge from A to B in figure is 14 cfs. Determine the discharge in each pipe if the…

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Q: A pump is installed in the pipeline between reservoirs A and E as shown in the figure below. Water…

A: Given, Hazan Williams  coefficient =120 discharge Q=10 ft3/s Elevation A and B is 25ft and 40 ft

Q: depth y, is 2.42 ft, what is the discharge? v 2g Energy Line V1 TA V2

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Q: Three pipes, pipe 1, pipe 2 and pipe 3, are connected in series. Pipe 1 has diameter of 600mm and…

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Q: A Pipe carrying oil of specific gravity 0.92 changes in size from 250 mm at section 1 and 550 mm  at…

A: Q=0.150m3/s D1=250mm D2=550mm Z1=0 Z2=4.2m

Q: Pipe L (m) Diameter (mm) f 1052 600 0.025 890 600 0.025 3 890 650 0.025 4 1055 650 0.025 2 25 m-

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Q: For the branching pipe system shown, determine the flow in each branch. The fluid in each reservoir…

A: Given:For branch-A:L1=5000 mD1=1.5 mz1=135 mFor branch-B:L2=800 mD2=50 cm=0.5 mz2=120 mFor…

Q: 2. The total discharge from A to B in figure is 12 l/s. Determine the discharge pipes 1 and 2 if the…

A: Given Data : Total discharge from A to B = 12 l/s  f = 0.035  Determine the discharge in pipe 1 and…

Q: (Sp.gr.=0.90, is flouwing in a 200-mn diarcer pipe at 12 m/s. a) what is the discharge in gallons…

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Q: Q2/B /Water is transported from a reservoir at higher elevation to another reservoir through a…

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Q: s and the friction factor f is equal for all pipes, then:

A: Solution  The pipes are connected in parallel then - we know that   Q=Q1+Q2+Q3........1   And…

Q: Problem 3 For the series/parallel pipe system shown, determine the total head loss in the system if…

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Q: PROBLEM 1 The total discharge in the system below is 15.5 cfs and the head loss from B to C is 24…

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Q: A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is…

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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.