Please find attached questions. Thank you. A pump system is designed to deliver water from the water pool to the storage tank on a hill ashown in the figure, if the hydraulic efficiency of the pump is 90%, and water delivers throughcommercial steel pipe with 350m long and 1.5m internal diameter.Given:Given:FittingK valuesValves1.3Pipe exit entrance0.890 degree elbow1.1Density of water is 1000 kg/m³,Dynamic viscosity (μ) of the water is 1.14x10-3 Pa·s,Flow rate (Q) is 2.65 m³/sa) Determine the total head loss from the water pool to storage tank.b) Determine the mechanical power that an electric motor must deliver to the pump.Pipe Exit220mPipe EntranceValvePumpValve)

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Answered: A pump system is designed to deliver…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

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Q2- Water density =1000 kg/m and viscosity is 0.001 Ns/m², is pumped between two reservoirs at 0.2m/s through a 400 m of 8 cm diameter Cast Iron pipe and several minor losses as shown in the figure. Compute the pump power required in kW. Use the last one digit of your ID number for Z1 level in meter. Screwed Z2= 50 m regular 90° elbow Sharp exit Z;= ID m Sharp entrance Half-open gate valve `bend radius Pump Open globe valve 8 cm diameter
Two piezometers (manometers) are placed 1.5m apart in a horizontal plastic pipe as shown in figure. What is the difference in water level (cm) between the two manometers when the flow rate in the pipe is 0.0004 m /s? Fluid in pipe is water. Pipe diameter 2.5 cm. Density=1000 kg/m. Viscosity = 0.001 Pa-s. %3D 0.25 5.74 log 10 Re 09 | Water
A pump delivers water from a tank (A)X water surface elevation-110m) to tank B (water surface elevation= 170m). The suction pipe is 45m long and 35cm in diameter the delivered pipe is 950m long 25cm in diameter. Loss head due to friction hf1 = 5m and h2 3m If the piping are from pipe(1)= steel sheet metal pipe(2)= stainless – steel Calculate the following i) ii) The discharge in the pipeline The power delivered by the pump.
A 9.8 m A fluid of relative density 0.88 is flowing through a pipe constant diameter of 15 mm (see the Figure). The pressure at A is 150 kPa and the pressure at B is 225 kPa. The elevation between points A and B is 9.8 m. Calculate the friction loss of the fluid (in meters), (provide your answer with four decimal points) P Type here to search O 10°C Sunny AQA ENG 0029 16/02/2022 DELL priSc FS F6 5 E R J K L %23 F E Aock C V sage page VO at gr ctri
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On a single plot, plot three curves that show the relationship between the pressure generated by thepump as a function of flow rate of water at 20 °C through the three branches of the piping systemshown below. Delta P on y axis and flow rate on the x axis. The pressure range is 0 to 1 MPa. (Branches 1 and 3 are in the same plane; branch 2 is located 5 m above the other two branches. Pipe inner diameter: 0.0254 mPipe material: copperTypical mass flow rate of interest: 0.5 kg/sIgnore minor losses of tee's at points A and B and any features of branch 3Consider minor losses of two 90° elbows in branch 2
MECHANICS OF FLUIDS (I)
As shown in the figure below, a cylindrical tank with a hole in the bottom and an air vent in the top is being filled with water. Given the following: Dtank = 4 ft hill = 8 ft NOG height of water in tank when tank is filled Qin = 10 gal/min %3D NOT UPL TO CHE diameter of hole Find: volumetric flowrate into tank EGG EXAM into the tank in slugs/second OT UPS XAM O NOT U EXAM (c) The rate at which the water level in the tank is mass flowrate (in slugs/second) of the water (b) The mass flowrate (in slugs/second) out of the tank UPLOAD TO CHE NOT UPLOAD when the water level reaches the fill height DO NOT UPL rising (in inches/minute) when the water level NOT UPL PLOAD TO CHEGG NOT UPLOAD TO CHEGG EXAM TO CHEGG EXAM OD TO CHEGG UP reaches the filled height то снE LOAD vent Dtank DO DO DO NOT UPLOADTO EXAM EX DO 0 DONOT UPLOA T Dhole G EXAM TO CNGO UPLOA hole mdotout
A pipeline with roughness ks = 1.0mm and diameter D = 8.8cm connects two reservoirs. The reservoirs are both open to the atmosphere and differ in surface elevation by H = 40m. The two reservoirs with the connecting pipe are shown in the figure below. You can assume density of water = 1003kg/m³, dynamic viscosity of water = 0.001Pas and acceleration due to gravity 9.81m/s². Local losses must be considered; assume reasonable values as introduced in the ENGG2500 lectures. Reservoir 1 = Pipe with: D,K, m. H a) What is the friction factor of the pipe for a flow rate of Q =44L/s? Provide your answer to 3 decimal places. The friction factor f = = b) For this case, what is the length of the pipe? Provide your answer to 3 decimal places. The length is L Reservoir 2
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