Plagiarism is not allowed and please do not use your hand in the answer Find the discharge through the pipeline in Fig. 5.37 fo.30 ft, and determine the head loss H for Q = 2.0 cfs.307%3DL.V2KD 2g2gH=30 ft6 in. diam clean cast iron pipe2.Water60°F40 ft-Globe valveStandard elbows100 ft200 ft-Square edged entranceFIG. 5.37. Pipeline with minor losses.

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Answered: Find the discharge through the pipeline…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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3 whot is the pressure in a 9.7-in bore horizontal pipe, :f the bore of the pipe norrows to 4.1 in downstreom where the pressure is 65 psig and 28,200 gal of fluid per hour with a speciic gravity (SG) of 0.87 is flowing? Neglect losses.
THE PROBLEM IS FROM THE BOOK: ENGINEERING THERMOFLUIDS, M. MASSOUD.
Consider the EGL and HGL of the 200-m pipeline shown. There is a turbine at CD and the fluid is water. Neglect minor losses. What is the velocity in pipe BC? 258.482 m a.29.72 m/s b.5.84 m/s EGL 235.138 m 252.646 m c.10.70 m/s 160.085 m d.45.03 m/s A HGL L = 100 m 229.302 m 190.106 m B 115.053 m 75.053 m f = 0.01 120.085 m i i CD f = 0.01 45.032 m 0 m E
FLUID MECH Support your answer with the appropriate solution and diagram. 9. At point A in the pipeline conveying water, the diameter is 1 m, the pressure 100 kPa and velocity 1 m/s. At point B, 2 m higher than A, the diameter is 0.5 m, the pressure is 20 kPa. Determine the head loss in m. A. 5.0 B. 5.4 C. 5.8 D. 6.2
2. A turbine is used to produce 2700 hp by expanding the water between points 1 and 2. Water flow rate, static pressures and pipe diameters are given. Calculate the power lost in between point one and two. Note that the static pressure at point 2 is given in vacuum. (SGH =13.6) P1 = 60 psi Q = 150 ft³/s D = 3 ft Section (1) Turbine 10 ft P2 10-in. Hg %3D vacuum D2 = 4 ft Section (2)
Oil of viscosity 10E-3 Pa-s and specific gravity 0.90, flows through 60 m of 100mm diameter pipe and the pressure drop 13.8 kPa. What will be the pressure drop for a second oil of viscosity 30E-3 Pa.s and the specific gravity 0.95 flowing at the same rate through the pipe? Assume the pipe wall to be smooth.A. 19.4 kPaB. 98.7 kPaC. 142.2 kPaD. 192.5 kPa
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Q1/ Water. p=1.94 slugs/ft' and v=0.000011 ft/s, is pumped between two reservoirs at 0.2 ft/s through 400 It of 2-in-diameter pipe and several minor losses coefficient is(12.2m), as shown in Fig. 1. The roughness ratio is s/d = 0.001. Compute the pump horsepower required. MY (2) Z₂=120ft Z=20 ft Pump Fig.1 D=2 in
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5
An industrial oil (s.g. = =0.85) is flowing at 160 gallons per minute (gpm) in a system with the following details: SUCTION: Standard elbow and the pipe is 7 foot-long. DISCHARGE: Street type elbow and the pipe length is 42 feet. Neglecting losses due to the filter and the hydraulic press, compute: (a) The total energy loss due to friction (suction and discharge pipes) (b) The total energy loss due to minor losses (suction and discharge) 3" Schedule 40 Pump 4" Schedule steel pipe 40 steel pipe Hydraulic Filter press Flow 4.0 ft 早 L0 ft 2.0 ft Reservoir
1. in a section of horizontal piper with a diameter of 3cm the pressure is 5.21 kpa and water is flowing with a speed of 1.50m/s. the pipe narrows to 2.50cm. what is the pressure in the narrower region if water behaves like an ideal fluid of sensity 1000kg/m3 2. tensile stress a. the ratio of elasic modules to strain b. the applied force per crosssectional area c. the ratio of change in length to the orig length d. the strain per unit legth e. the same as force

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Find the discharge through the pipeline in Fig. 5.37 fo. 30 ft, and determine the head loss H for Q = 2.0 cfs. 307 L.V2 K D 2g 2g H=30 ft 6 in. diam clean cast iron pipe Water 60°F 40 ft Globe valve Standard elbows 100 ft 200 ft - Square edged entrance FIG. 5.37. Pipeline with minor losses.