2. An orifice on the side of a tank discharges water under a head of 9 ft. if the diameter of the orifice is 2", the coefficient of contraction is 0.63, and the head lost is 0.80 ft, determine the discharge, Cv and CD.

Q: Water with sp.gr 0.97 flows through a pipe of uniform diameter 350mm with a mean velocity of 1.0…

A: SG = 0.97 D = 350 mm or 0.35 m V = 1 m/sP1 or 250,000 Pa

Q: 2. Given H = 1.8 m & D = 0.2 m through the hole in the open top container. Determine the head losses…

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Q: PROBLEM 01: Given the figure below, (a) determine the value of h in the siphon shown if velocity at…

A: step 1-

Q: Refer to the illustration below. A C B D Solve for the following: 1. Headloss in meters at Pipe A 2.…

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Q: The pressure at point 2 shown in Figure is not to fall below 4.14 Bar when the flowrate from the…

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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: discharge pipe in which the velocity is 2.40m/sec. At point A in the suction p pressure is - 40kPa.…

A: Given:- diameter =200mm  discharge pipe dimater =150mm  To find:- Power

Q: A pipe conveys water with velocity 360 m/min and pressure gauge shows 5 bar pressure under which the…

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Q: In a pipeline of diameter 'd there is a large number of laterals tapping uniformly at the average…

A: Given data: Diameter=d Discharge at entrance=Q Length=l It is required to prove the head loss due to…

Q: Problem 5 Gasoline having a specific gravity of 0.8 is flowing in the pipe shown at a rate of 5…

A: Given that,Area at section 1 = 0.8 ft^2Area at section 2 = 0.2 ft^2Flow rate Q = 5 ft^3/sHead loss =…

Q: Orifice meter with orifis cross-section 0.00785 m2 is inserted in a pipe of cross-section 0.0314 m2.…

A: Given: Orifice cross-section, A1 = 0.00785 m2 Pipe cross-section, A2 = 0.0314 m2 Upstream pressure…

Q: Q4) Water flows through a contraction section as shown. A pressure gage connected between the…

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Q: Water flows steadily downward through the pipe shown in the figure below. Viscous effects are…

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Q: Problem 4. (20pts) Two vessels are attached to an inverted U-tube containing air at 23 psi and 70°F.…

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Q: A valve is suddenly closed in a 200 mmø pipe. The increase in pressure is 700 kPa. Assuming that the…

A: compute the water hammer pressure in kPa at the valve if it is closed in 3 sec.

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

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Q: pipe carrying oil (SG = 0.877) change in size from 150mm diameter in point 1 to 450mm diameter in…

A: Head loss is generally a measurement of the energy dissipated in a fluid system due to friction…

Q: A pipe carrying oil (5G = 0.877) change in size from 150mm diameter in point 1 to 450mm diameter in…

A: Given data,  Oil SG = 0.877 Diameter of pipe in section 1 = 150 mm Diameter of pipe in section 2 =…

Q: Two tanks A and B have 80 m difforence in water levels, and are connected by a pipe 0.3 m diameter…

A: area    A=π4×d2=π4×0.32=0.07065 m2and friction loss for first half pipe length  hf1=8fQ12L2π2gD5and…

Q: PROBLEM 1 Heavy oil discharges from a pipe through a sharp-crested, 100-mm-diameter orifice having…

A: Note: Hi! Thank you for the question, As per the honour code, we are allowed to answer three…

Q: Problem 1. A 75-mm diameter orifice discharges 0.023 m3/s of liquid under a head of 2.90 m. The…

A: Given data,  Diameter of orifice = 75 mm Discharge = 0.023 m³/s Head = 2.9 m Diameter at vena…

Q: The figure shows a portion of a hydraulic circuit. The pressure at point B must be 250psig. When the…

A: Given data: Pressure at point B, PB=200 psig   Volume flow rate, Q=80galmin   Specific gravity…

Q: For the pipe network shown, the flow of water from A to the first junction is 0.055 cubic meter per…

A: as per the our guidelines we are suppose to solve only 3 subpart prepost question . kindly repost…

Q: 4. Evaluate the pressure at the center of pipe A. Given: y of Liquid 1 = 12 kN/m y of Liquid 2 = 25…

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Q: 2. A tank and piping system are shown below. The total length of PVC pipe is 2500 ft and discharges…

A: We have to find the pressure at A in the mid point of the pipeline according to the given data like…

Q: gure AG E 400 mm < 1 of 1

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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: An oil of specific gravity 0.82 is flowing through a horizontal venturimeter fitted to a 278 mm…

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Q: An orifice in the side of a vertical tank discharges oil (sp. gr. = 0.82) under a head of 4.0 m. and…

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Q: An orifice in the side of a tank discharges water under a head of 10ft. If the diameter of the…

A: Determine the discharge,Q=?

Q: A 1 B 3 D 5 E 2 C Pipe | Length Diameter 600 m f 1 600 mm 0.025 600 m 900 m 500 m 300 m 460 mm 300…

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Q: 6. If the orifice shown has a diameter of 50 mm with a coefficient of contraction (Cc) of 1.00…

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Q: A pipenne carrying has constant diameter. A length AB of the pipeline is 250 m and rises 60 m from…

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Q: 4) Water flows through a contraction section as shown. A pressure gage connected between the…

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Q: 1. A pipe of diameter 1.1 ft narrows to a diameter of 0.8 ft. Air moves through the pipe at a mass…

A: given mass flow rate,  m. = 6.1 Pressure and temperature at section 1 P1 = 110 + 14.7 = 124.7 psia…

Q: Given a three-pipe system, the total 150,000 Pa, and the elevation drop data are:

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Q: Q3: 10 cm circular orifice is found at the end of 20 cm pipe, the pipe is contain an oil of (S=0.9)…

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Q: 9.95. The mean velocity of water in a 150 mm horizontal pipe is 0.9 m/s. Calculate the loss of head…

A: Given, Diameter of the pipes= 150mm and 50mm Velocity in the 150mm pipe, v2= 0.9m/s Pressure in the…

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?