A pipe increases in diameter from 300mm to 600mm. It contains a flowing oil (sp. gr. = 0.86). The difference in the level of oil in the piezometer tubes between points 1 and 2 is 360mm. Determine the actual discharge if the coefficient of discharge C = 0.8969.

Q: Oil (SG=0.8) discharges from a 250mm diameter pipe through a sharp-crested orifice whose diameter is…

A: Manometer head =PressueSγwManometer head =16.79.81×0.8=2.128m

Q: PROBLEM 04: The fluid in the figure is water, with the surface 20m above the datum. The pipe is 15cm…

A: we will use bernoulli equation.

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

A: Friction factor f = 4F = 4×.002 = .008 Total inflow = Total net flow at junction CQ1 = Q2 + Q3Q1 =…

Q: A Venturi meter is installed in a horizontal pipeline carrying air. The meter has a diameter of 60…

A: Venturimeter is a device that is used to determine the discharge flowing through a pipe. The…

Q: An orifice 150 mm diameter, having a coefficient of contraction of 0.65 discharges oil (SG=0.80)…

A: The diameter of orifice, coefficient of contraction, specific gravity and average actual velocity…

Q: An orifice of 0.1-meter-diameter is installed in a pipe having a diameter equal to 0.3 meters as…

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Q: If oil has kinematic viscosity 4 x 105 m2/s, and specific gravity is 0.9, flows from the upper to…

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Q: SG 0.90 2) difference, Ah, between the water levels in the two open tanks shown in the figure.…

A:

Q: 2. A 6 in. pipe, as shown in the figure, takes water from a reservoir and terminates in a nozzle…

A: Apply the Bernoulli's equation from 1 to 2 as follows: △Z=V2/2g+(0.08)V2/2g+hL…

Q: Water flow in a pipe of diameter 600mm having a length of 2200 m at a velocity of 2m/s. At the end…

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Q: A siphon consisting of a 3 cm diameter tube is used to drain water from a tank. The outlet end of…

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Q: In a vertical pipe conveying oil of specific gravity 0.8, two pressure gauges have been installed at…

A:

Q: A cylindrical tank 1 m diameter and 3 meter high contains 1m of water, 1.2 m of oil (SG=0.8) and air…

A: An orifice provide in a tank at the depth of 30 cm in water and above which oil is filled up to the…

Q: An 83-mm-diameter siphon is drawing oil (SG = 0.85) from an oil reservoir, as shown in the figure.…

A: Given; Specific gravity of soil, SG=0.85 Head loss from point 1 to point 2=6v22g Head loss from…

Q: 8.63 Two reservoir maintain a constant difference of water levels of 11.25 m and are connected by a…

A: Given data, Here the value of V ( flow velocity through pipe ) is unknown. To find the value of V…

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: The installed venturimeter on a pipe 25cm diameter in which the maximum flow is 125 liters per…

A: Qd = Cda1a2a12-a222gha1 = π4d2 = π40.252a1 = 0.049 m2h = 6 mQ = 1251000 = 0.125 m3/s

Q: Oil (s=0.80) and viscosity (u = 0.098 Pa – sec) flow from a reservoir of surface elevation 100…

A: Please find attached images for solution

Q: If oil has kinematic viscosity 4 x 10-5 m2/s, and specific gravity is 0.9, flows from the upper to…

A:

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: ELEV. = 65m A ELEV. 32m L- 1500m 2 - 1400m D- 750mm Q= 1.2 m3/s D= 600mm ELEV. - ?? L= 1800m D=…

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Q: A pipeline x joins pipelines 1, 2 and 3 at junction A. The pipelines 1, 2 and 3 merges at junction B…

A:

Q: The discharge of water in the system shown below is 0.1 m³/s, x = 1.0 m, y = 2.0 m, z = 7.0 m, and…

A: Given: Q=0.1 m3/s , x=1.0m, y=2.0m, z=7.0m, Dpipe = 30cm

Q: 2. What is the value of coefficient of discharged from the submerged orifice 300 mm diameter as…

A: A submerged orifice has been given and it has been asked to determine coefficient of discharge. It…

Q: 2. A nozzle 3 m long has a diameter of 1.3 m at the upstream end and reduces linearly to 0.45 m…

A: Figure is as shown

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

A: Given Dia. of orifice = 75mm Actual Discharge = 0.023 m3 /s head (h) = 2.9m dia. of vena contracta =…

Q: Compute for the flow rate in cubic meter per second of oil with p = 950 kg/m³ and v = 0.00002 m?/s,…

A:

Q: Bernoulli's Equation Example 2 Calculate the water discharge rate and gage pressure at point B for…

A: Solution Given that Dia of siphon= 100 mm Assume g=10m/s2

Q: In a vertical pipe conveying oil of s= 0.2, two pressure gauges have been installed at A and B where…

A: s = Specific ravity of oil = 0.2ρ0 = Desnisty of oil = 0.2×ρw = 0.2×1000 = 200 Kg/m3dA = Diameter at…

Q: A pipeline 300 m long discharge freely at a point 50 m lower than the water surface at intake…

A: Given :

Q: The flow is opened to the atmosphere at point D which is fed by a very wide reservoir that hasa…

A: Solution: considering the diagram a=7 b=2 a. Considering the Bernoulli equation between 1 and D…

Q: Problem 11.32 A main pipe divides into two parallel pipes which again forms one pipe as shown in…

A:

Q: 2. A nozzle 3 m long has a diameter of 1.3 m at the upstream end and reduces linearly to 0.45 m…

A: As per Bartleby policy i can answer  only one question at a time. Please upload other questions…

Q: An orifice meter that has an orifice cross-section of 0.00785 m² is placed in a tube of cross…

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

Q: Three pipes of 400 mm, 350 mm and 300 mm diameter are connected in series between two reservoirs…

A: step 1-

Q: 1. Calculate the discharge in gal. per min of a submerged orifice shown in Fig. Use Cd = 0.63 Fig.…

A: Area of the orifice = 4'' sq. Cd = 0.63

Q: he hole by a distance x. Given: h = 0.85 m, a = 0.4 m, b = 0.7 m. Determine: by what distance x do…

A: Given:- h = 0.85 m, a = 0.4 m, b = 0.7 m.  To find:- by what distance x do we have to move the…

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

A:

Q: Obtain the volume of flow, in liters/sec, that will pass through a 600 mm pipe with a head loss of…

A: Diameter of pipe, D=600mmHead loss per kilometer, hfL=3m per KmCoefficient of friction, f=0.03

Q: Q The area of the orifice is 84.92 cm² and the height of liquids in the orifice decreases from 10.5…

A:

Q: 41. The pipeline shown in Figure P8.41 branches into two Mines as shown. The pipe diameters,…

A: Given :

Q: 1. A 20-mm diameter commercial steel pipe, 30 m long is used to drain an oil tank. Determine the…

A:

Q: The head of water over an orifice of diameter 100mm is 10m. The water coming out from orifice is…

A: coefficient of discharge is calculated as the ratio of actual discharge to theoritical discharge

Q: The total head loss in the pipe system shown in Fig. 2 is 15m. Assuming f=0.02 for all the pipes,…

A: Step 1

Q: An engineer is hired to design a swimming pool 15 m long by 6 m wide by 2 m deep. For water supply,…

A:

Q: the jet from a standard 30-mm orifice (in a vertical wall) under a 5.6 m. head, strikes a point…

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Q: A pipeline AB of diameter 200 mm and of length 300 m carries water at the rate of 50 lit/s. The flow…

A: Applying Bernouli's theorem between point A and point B and assuming no loss of head between these…

Q: An open top cylindrical tank, 4 m high and 2 m Øfloats in water with a draft of 2.5 m. compute the…

A:

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?