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The industrial coolant with density of 900 kg/m' is to be pumped from large open processing...
2 The industrial coolant with density of 900 kg/m' is to be pumped from large open...
2 The industrial coolant with density of 900 kg/m' is to be pumped from large open processing tank to a large open storage tank. The pipe diameter throughout the length of the pipe is 0.153 m and the total length of the pipe between the pipe entrance and pipe exit is 200 m. The Minor loss coefficients for the entrance and exit effects are 1 and 1.5. The experimental values of minor loss coefficients due to the elbows are calculated...
please solve it step by step with details thank you!!!!! Water is to be pumped from...
please solve it step by step with details
thank you!!!!!
Water is to be pumped from one large, open tank to a second large open tank as shown in Figure 1. The pipe diameter throughout is 15 cm and the total length of the pipe between the pipe entrance and exit is 60 m. Minor loss coefficient for the entrance, exit and the elbow are shown, and the Darcy friction factor for the pipe can be assumed constant and equal...
Oil (density = 910Kg/m3 and viscosity 3.1 x10-3 Pa-s) is pumped from an open tank to...
Oil (density = 910Kg/m3 and viscosity 3.1 x10-3 Pa-s) is pumped from an open tank to a pressurized tank held at 400KPa gauge. The oil is pumped from an inlet at the side of the open tank through a line of commercial steel pipe (inside diameter 0.8m) at a rate of 5x10-3 m3/s. The length of the straight pipe is 150 m, and the pipe contains 4 (90-degree) elbows and two globe valve half open. The level of the liquid...
Question 3: Water is to be pumped from one large, open tank to a second large,...
Question 3: Water is to be pumped from one large, open tank to a second large, open tank. The water surface of the first tank is 5 ft lower than the water surface of the second tank. The pipe diameter throughout is 4in. The total length of pipe is 300ft. The friction coefficient is 0.02. The pump with the performance curve given in the figure is suggested by the engineer. With this pump, what would be the flow rate between...
Two large tanks are open to the atmosphere at the top. Water s pumped from the lower tank to the upper tank through a si...
Two large tanks are open to the atmosphere at the top. Water s
pumped from the lower tank to the upper tank through a single PVC
(smooth) pipe. The relationship between Velocity in the pipe (ft/s)
and the pump head (ft) is given. There are no significant minor
losses. What is the flow rate, Q (cfs), in the pipe?
Pump Coefficients 1.30 sec /ft Pipe Length Inside Pipe Diameter 300 ft 0.250 feet a = 3.24 sec b 107.00 ft...
Water flows from one large reservoir to another via a pipeline which is 0.9 m in...
Water flows from one large reservoir to another via a pipeline which is 0.9 m in diameter, 15km long, and for which f-0.04. The difference in height between the water surface levels in the two reservoirs is 50m. (a) Ignoring the minor losses in the pipeline, calculate the flow rate between the two reservoirs. (b) Assuming that the pipeline entrance and exit are sharp and that the minor losses are as in Table 1, calculate the discharge now. What is...
10. Problem 12.38 from the textbook (Statement: In a chemical processing plant a liquid is pumped...
10. Problem 12.38 from the textbook (Statement: In a chemical processing plant a liquid is pumped from an open tank, through a 0.1-m-diameter vertical pipe, and into another open tank as shown in the figure (a). A valve is located in the pipe, and the minor loss coefficient for the valve as a function of the valve setting is shown in figure (b). The pump head capacity relationship is given by the equation ha =52.0-1.01x10?Q? with ha in meters when...
Water (density 998 kg/mº, dynamic viscosity 0.001 Pa s) is pumped between two reservoirs at a...
Water (density 998 kg/mº, dynamic viscosity 0.001 Pa s) is pumped between two reservoirs at a volumetric flow rate of 0.006 m/s through a 120-m long pipe of 5 cm diameter. The roughness ratio of the pipe is a/d = 0.001. There are some fittings and valves in the pipe system, as shown in Figure Q1. The loss coefficients of the valves and fittings can be found in Table Q1. The Darcy friction factor can be found in the Moody...
ater to be pumped from a lake to a storage tank in a ranch. Water temperature...
ater to be pumped from a lake to a storage tank in a ranch. Water temperature is 60 F.The clevation of the pipe exit that will feed the tank is 50 ft higher than the lake water surface. It is required that a 4-hour pumping time will feed the storage tank by 1,200 gallons of water. While operating at the required flow rate, the pump will generate a head of 60 n. Coeflicients of minor loss due to filtering, fittings,...
14-34 A water pump is used to pump water from one large reservoir to another large...
14-34 A water pump is used to pump water from one large reservoir to another large reservoir that is at a higher elevation. The free surfaces of both reservoirs are exposed to atmo- spheric pressure, as sketched in Fig. P14-34. The dimen sions and minor loss coefficients are provided in the figure. The pump's performance is approximated by the expres- sion Havailable H av?, where the shutoff head H 40 m of water column, coefficient a = 0.053 m/Lpm?, available...
2 The industrial coolant with density of 900 kg/m' is to be pumped from large open processing tank to a large open storage tank. The pipe diameter throughout the length of the pipe is 0.153 m and the total length of the pipe between the pipe entrance and pipe exit is 200 m. The Minor loss coefficients for the entrance and exit effects are 1 and 1.5. The experimental values of minor loss coefficients due to the elbows are calculated...
please solve it step by step with details
thank you!!!!!
Water is to be pumped from one large, open tank to a second large open tank as shown in Figure 1. The pipe diameter throughout is 15 cm and the total length of the pipe between the pipe entrance and exit is 60 m. Minor loss coefficient for the entrance, exit and the elbow are shown, and the Darcy friction factor for the pipe can be assumed constant and equal...
Question 3: Water is to be pumped from one large, open tank to a second large, open tank. The water surface of the first tank is 5 ft lower than the water surface of the second tank. The pipe diameter throughout is 4in. The total length of pipe is 300ft. The friction coefficient is 0.02. The pump with the performance curve given in the figure is suggested by the engineer. With this pump, what would be the flow rate between...
Two large tanks are open to the atmosphere at the top. Water s
pumped from the lower tank to the upper tank through a single PVC
(smooth) pipe. The relationship between Velocity in the pipe (ft/s)
and the pump head (ft) is given. There are no significant minor
losses. What is the flow rate, Q (cfs), in the pipe?
Pump Coefficients 1.30 sec /ft Pipe Length Inside Pipe Diameter 300 ft 0.250 feet a = 3.24 sec b 107.00 ft...
Water flows from one large reservoir to another via a pipeline which is 0.9 m in diameter, 15km long, and for which f-0.04. The difference in height between the water surface levels in the two reservoirs is 50m. (a) Ignoring the minor losses in the pipeline, calculate the flow rate between the two reservoirs. (b) Assuming that the pipeline entrance and exit are sharp and that the minor losses are as in Table 1, calculate the discharge now. What is...
10. Problem 12.38 from the textbook (Statement: In a chemical processing plant a liquid is pumped from an open tank, through a 0.1-m-diameter vertical pipe, and into another open tank as shown in the figure (a). A valve is located in the pipe, and the minor loss coefficient for the valve as a function of the valve setting is shown in figure (b). The pump head capacity relationship is given by the equation ha =52.0-1.01x10?Q? with ha in meters when...
Water (density 998 kg/mº, dynamic viscosity 0.001 Pa s) is pumped between two reservoirs at a volumetric flow rate of 0.006 m/s through a 120-m long pipe of 5 cm diameter. The roughness ratio of the pipe is a/d = 0.001. There are some fittings and valves in the pipe system, as shown in Figure Q1. The loss coefficients of the valves and fittings can be found in Table Q1. The Darcy friction factor can be found in the Moody...
ater to be pumped from a lake to a storage tank in a ranch. Water temperature is 60 F.The clevation of the pipe exit that will feed the tank is 50 ft higher than the lake water surface. It is required that a 4-hour pumping time will feed the storage tank by 1,200 gallons of water. While operating at the required flow rate, the pump will generate a head of 60 n. Coeflicients of minor loss due to filtering, fittings,...
14-34 A water pump is used to pump water from one large reservoir to another large reservoir that is at a higher elevation. The free surfaces of both reservoirs are exposed to atmo- spheric pressure, as sketched in Fig. P14-34. The dimen sions and minor loss coefficients are provided in the figure. The pump's performance is approximated by the expres- sion Havailable H av?, where the shutoff head H 40 m of water column, coefficient a = 0.053 m/Lpm?, available...
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