Example #5: GIVEN The pump shown in Fig. E5 25a adds 10 horsepower to the water...
2. (20 points) The pump shown in the figure pumps 1.5ft/s of water from the reservoir with H-50ft. The head loss associated with this flow is 10ft. Specific weight of water y equals 62.41b/ft';g 32.2ft/s2. The pipe diameter is constant and equals D' C2 iches) . Compute the power in horsepower necessary to run the pump. . Sketch the energy and the hydraulic grade line. free jet
A 60 horsepower pump is used to move water from a large reservoir to another at a higher elevation. Measured data show that the head loss from station 1 to 2 can be calculated from hloss= cV2 where V is the fluid velocity in the pipeline and c is a constant Calculate the volumetric flow rate, Q, if c=2 s2/ft, d=10 in., h=50 ft , and npump=0.85 h Pump A 60 horsepower pump is used to move water from a...
Water (density 1000 kg/m3, viscosity- 1.15 x 10-3 N-sms transferred from the lower rescrvoir through a mortar ined steel circular pipe of 350 m long and 0.15 m diameter to the upper reservoir as shown in Figure E5.2 Two identical centrifugal pumps having opcration charactcristics as shown in the following Table ES.5 when it is running at 960 rpm. Difference between free water surfaces of the two reservoirs is 40 m. Friction factor of the pipe can be assumed to...
7.14 The pump in Fig. 7.20 delivers water from the lower to the upper reservoir at the rate of 0.057 m3/s. The energy loss between the suction pipe inlet and the pump is 1.83 m and that between the pump outlet and the upper reservoir is 3.66 m. Both pipes are 6-in Schedule 40 steel pipe. Calculate (a) the pressure at the pump inlet, (b) the pressure at the pump outlet, (c) the total head on the pump, and (d)...
The pump-turbine system in Figure 4 draws the water from the upper reservoir in the daytime to produce power for a city. At night, it pumps water from lower to upper reservoir to restore the situation. For the design flow rate of 0.157m3/s, the friction head loss, hL=4vA2/(2g). Determine the jet velocity at A. Find the friction head loss in the system. Estimate the energy head in meters delivered by the pump at night. Estimate the power in kW delivered...
A pump that is 80% efficient pumps water from the lower tank to the upper tank at a flow rate of 0.01 m/s through 70 meters of 10-cm diameter pipe. In this system there are two regular, screwed 90 degree elbows and a fully open screwed angle valve. Assume the reservoir exits and entrances are sharp. The friction factor,f, of the pipe is 0.02. What horsepower pump is needed to achieve this flow rate? Use: Pwater = 998 kg/m2; Mwater...
A turbo pump transfers water from tank 1 to tank to tank 2 as shown in the picture below. The diameter of the piping system is D= 4in and the total length of pipes is L=620 ft. the elevation difference is Z1-Z2= 30ft. Use the chart for KL values. a) determine the flow rate (Q) b) power of the pump in HP Note that you can write out both mass balance equation and energy equation of the head form for...
A turbo pump transfers water from tank 1 to tank to tank 2 as shown in the picture below. The diameter of the piping system is D= 4in and the total length of pipes is L=620 ft. the elevation difference is Z1-Z2= 30ft. Use the chart for KL values. a) determine the flow rate (Q) b) power of the pump in HP Note that you can write out both mass balance equation and energy equation of the head form for...
A pump transports water from Tank 1 to Tank 2 through a constant-diameter piping system as shown below (not to scale). The flow rate is controlled by two gate valves, the gate valve I controls the main pipeline, while the gate valve II controls the loop line from T-joint A to T-joint B. All pipes are galvanized steel pipe of diameter D = 4 in. It has a total length of Li2= 620 ft from tank 1 to tank 2....
Problem Statement 1 The pump in the system shown below is used to transport water from reservoir A to and discharge it to the open atmosphere at point B. The elevation difference between the two reservoirs is Az, and the piping has a 2000 ft length of 16-in diameter. The flow is fully turbulent with kinetic energy correction factor = 1.1 and the Darcy-Weisbach friction factor f = 0.0002. The minor losses in the system are negligible and can be...