Water flows at a rate of 0.8 cumecs in a 900 m-long pipe with a total head loss of 4m. Solve for the pipe diameter in mm by, (a) By Darcy - Weisbach formula with f = 0.018; (b) Manning's formula with n = 0.014; and (c) Hazen-Williams formula with C = 130.

Q: 2. Consider the piping network shown. The pressure heads at points A and B are 80m and 52m,…

A: Pressure head at A, hA=80 m Pressure head at B, hB=52 m Head loss, H=80-52=28 m Hazen William…

Q: 1. A 36 inch diameter pipe is 4000 feet long and has a head loss of 12.7 feet.  a. Solve for the…

A: Given data in question  Head loss Diameter of pipe Length of pipe  Mannings coefficient value  To…

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: Q3: A. Derive the relation between the head losses and flow (hL=kQ) which is assumed in the hardy…

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Q: In the figure, suppose that 0= 30°, V₁ = 100 ft/s and the stream is a jet of water with an initial…

A: Given:- θ=30oV1=100 ft/sInitial diameter of jet of water=2 inV2=90 ft/s To find:- (a) The flow rate…

Q: The pressure drop between node 1 and 2 in the following figure is 3 psi. The pipes are smooth What…

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Q: A A 2 The three-reservoir system is shown below: 3 The elevation of Reservoir at A is 140m and at C…

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Q: A A 2 B 1 The three-reservoir system is shown below: C The elevation of Reservoir at A is 140m and…

A: Given data in question  Diameter  Discharge from pipe 1 Friction constant  Length of pipes Heights…

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A: According to given data Pipe length = 170 m Diameter = 0.42 m Coefficient of roughness C=…

Q: From the looping pipe system shown, Pressure heads at points A and E are 70m and 46m, respectively.…

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Q: Problem 3 Water needs to flow from one large tank with water surface elevation of 120 m to another…

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Q: 3. For the system shown below compute the a. Flow rate, (k = 1.1m/day) Pore pressure at point B b. 3…

A: Given Data  Find 1. Flow rate, when K = 1.1 m/day 2. Pore pressure at point B.

Q: d. Situation XXI. A 20 cm diameter pipe length of 100 m with z = 60 m, f 0.02 m and loss of head due…

A: Solution:- Given details: Diameter of pipe, d =20 cm, Length L =100 m. Head loss coefficient k =0.5…

Q: A pump delivers water at a flow of 10 cubic feet per second (cfs) from a lower reservoir to an upper…

A: Discharge  Q=10 ft3/s=0.283168 m3/sec     diameter d=16 in=1.33 ftarea A=π4×d2=π4×16122=1.396 ft2…

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

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Q: 6. A water is supplied through the pipe network system as shown below. The reservoir water level…

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Q: A horizontal Venturi flow meter consists of a converging-diverging conduit as indicated in the…

A: The volume flow rate Q of a fluid is defined as the flow rate of fluid through a given…

Q: 6.88m. Darcy-Weisbach friction factor for all pipes, f=0.0238.    Pipe 1: Length=3500m…

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Q: A A 2 B The three-reservoir system is shown below: 3 |C The elevation of Reservoir at A is 140m and…

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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: Question: The rainwater discharge system in the figure with a width of b=1 m perpendicular to the…

A: Solution

Q: Water (density = 1.94 slugs/ft³; kinematic viscosity = 0.000011 ft²/s), is pumped between two…

A: Solution: Apply the Bernoulli equation between points 1 and 2 located at the water surface elevation…

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

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Q: QUESTION 2) Pump gives 20 m of head to the flow (H, = 20 m). Neglect all kinds of minor %3D losses.…

A: For pipe I: The pressure head available= Head losses due to frictional+ value.…

Q: 4. A discharge of 720 liters/sec flows thru a pipe having a diameter of 380 mm, 70 meters long.…

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Q: The specific energy, E, is defined as the total energy head with respect to the channel or pipe…

A: Given data : Flow rate (Q)=1 m3/sWidth (w)=5 mDepth (d)=20 cm

Q: :-For the horizontal water pipe shown , find the change in diameter if the far and of pipe is : a)…

A: given data h= 85m   we have to determine the change in diameter

Q: // Find the total head loss of water moving in the pipe shown in figure below. The pipe is…

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Q: Q6. Absolute vapor pressure of water siphoned is 2.25 kPa. Water is extracted from a reservoir as…

A: Given that: Vapour Pressure of water: Pv=2.25kPaAtmospheric Pressure, Patm = 100 kPaγwater =9810…

Q: PROBLEM O3: Given the figure below, (a) determine the flow rate in the siphon shown. Diameter of the…

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Q: A pipeline is being designed to pump 0.5 m3 /s of water at 25°C through a concrete pipe. The…

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Q: Ex. For the square loop shown: 1. find the discharge in all the pipes. All pipes are 1 km long and…

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: ill be the flowrate? The pipes are galvanized iron with k, = 0.0005 ft. Take v = 1.06 x 5 ft/s and…

A: To find:Flow rate

Q: In the parallel system shown, pipe 1 has a length of 3000 ft and 20-inch in diameter. Pipe 2 is 5000…

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Q: Compute the head loss in a pipe with diameter 300 mm for a length of 15,000 meters and carrying a…

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Q: Determine the flow rate of water (10°C) that will cause a pressure drop of 17,250 N/m2 %3D in 350 m…

A: The given values are as follow,Pressure drop=17,250Nm2D=60cm=0.6mε=0.26mmn=0.011Ch=130ρ=1000kg/m3To…

Q: Pipe in Series: Consider the two reservoirs show in below figure, connected by a single pipe that…

A: Z1-Z2= 9 mD1= 200 mmD2= 250 mmL1= 15 mL2= 45 mKLen= 0.5KLex= 1f= 0.01

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: A pipe, 40 m long, is connected to a water tank at one end and flows freely in atmosphere at the…

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Q: Water of temperature 30° is flowing with flow rate 0.055 liters/s in a straight 50mm diameter UPVC…

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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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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.