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Turpentine is stored in a 25-ft-diameter tank. Inside the storage tank, the turpentine depth is 1...
A pump transports water from Tank 1 to Tank 2 through a constant-diameter piping system as...
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....
A turbo pump transfers water from tank 1 to tank to tank 2 as shown in...
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...
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...
2.) A pumping system is proposed to lift water from a storage tank at an elevation of 2108-feet. The pump is at an eleva...
2.) A pumping system is proposed to lift water from a storage tank at an elevation of 2108-feet. The pump is at an elevation of 2122-feet. The two storage tanks are connected through a 3250-foot, 12-inch diameter pipeline. If the friction factor of the pipeline is 0.020, what is the system curve equation?
A farmer is to pump water at 70'F from a river to a water storage tank nearby using a 125-ft-long...
A farmer is to pump water at 70'F from a river to a water storage tank nearby using a 125-ft-long, 5-in-diameter plastic pipe with three flanged 90 smooth bends. The water velocity near the river surface is 6 ft/s, and the pipe inlet is placed in the river normal to the flow direction of water to take advantage of the dynamic pressure. The elevation difference between the river and the free surface of the tank is 12 ft. For a...
Problem 1 (25 points) A pumping system is designed to pump from a storage reservoir located...
Problem 1 (25 points) A pumping system is designed to pump from a storage reservoir located at an elevation of 1015 feet. The pump elevation is 1005 feet. The pump discharge flowrate is 4500 gpm and the water temperature is 100°F (1 atm). Between the storage tank and the pump is 30 feet of 14-in DIP pipe (f =0.018) with one rounded entrance (kent = 0.05), and two 45 -degree bends (kas = 0.30). What is the NPSH (in ft)...
A centrifugal pump is used to pump water at 77ºF from a reservoir whose surface is 20 ft above th...
A centrifugal pump is used to pump water at 77ºF from a reservoir whose surface is 20 ft above the centerline of the pump inlet. The Pipe System consists of 67.5 ft of PVC pipe with a 1.2 in ID and negligible average internal roughness height. The length of the pipe from the bottom of the lower tank to the pump inlet is 12 ft. There are several minor losses in the pipe: an acute edge entry (KL = 0.5),...
Problem No. 1 (25 Points) Steady water flow at 400 gpm takes place between the two...
Problem No. 1 (25 Points) Steady water flow at 400 gpm takes place between the two reservoirs shown below. Water is at 68 deg. F with kinematic viscosity of 1.08E-5 feet square/second. The piping system involves commercial steel, schedule 40, a sharp edged entrance, 5 standard 90 degree flanged elbows, fully open flanged globe valve and a sharp exit. Both reservoirs are open to the atmosphere. a) Determine the Head Gain required across the pump. b) Find the corresponding power...
1. You are designing a pumping station and have been asked to size and select a...
1. You are designing a pumping station and have been asked to size and select a pump from 2 models. The system step is as follows: the discharge line is a 21-inch diameter PVC pipe with an assumed constant friction factor of f 0.014. The length of the piping is 2300 ft with an elevation gain of 40 ft and an exit loss (K-1.0).. The pump station is located near sea level and the temperature of the flow stream is...
1. Water at 100°F is pumped from a sea-level reservoir to a tank open to the...
1. Water at 100°F is pumped from a sea-level reservoir to a tank open to the atmosphere through a new 14-in ID galvanized iron pipe as shown below. The minor loss coefficients in the suction and discharge piping are EK = 1.5 and Eduk = 7.2. Perform the following: a. derive the equation for the system curve as hy = a + b where he and a have units of feet and b has units of ft/gpm); b. plot the...
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....
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 farmer is to pump water at 70'F from a river to a water storage tank nearby using a 125-ft-long, 5-in-diameter plastic pipe with three flanged 90 smooth bends. The water velocity near the river surface is 6 ft/s, and the pipe inlet is placed in the river normal to the flow direction of water to take advantage of the dynamic pressure. The elevation difference between the river and the free surface of the tank is 12 ft. For a...
Problem 1 (25 points) A pumping system is designed to pump from a storage reservoir located at an elevation of 1015 feet. The pump elevation is 1005 feet. The pump discharge flowrate is 4500 gpm and the water temperature is 100°F (1 atm). Between the storage tank and the pump is 30 feet of 14-in DIP pipe (f =0.018) with one rounded entrance (kent = 0.05), and two 45 -degree bends (kas = 0.30). What is the NPSH (in ft)...
Problem No. 1 (25 Points) Steady water flow at 400 gpm takes place between the two reservoirs shown below. Water is at 68 deg. F with kinematic viscosity of 1.08E-5 feet square/second. The piping system involves commercial steel, schedule 40, a sharp edged entrance, 5 standard 90 degree flanged elbows, fully open flanged globe valve and a sharp exit. Both reservoirs are open to the atmosphere. a) Determine the Head Gain required across the pump. b) Find the corresponding power...
1. You are designing a pumping station and have been asked to size and select a pump from 2 models. The system step is as follows: the discharge line is a 21-inch diameter PVC pipe with an assumed constant friction factor of f 0.014. The length of the piping is 2300 ft with an elevation gain of 40 ft and an exit loss (K-1.0).. The pump station is located near sea level and the temperature of the flow stream is...
1. Water at 100°F is pumped from a sea-level reservoir to a tank open to the atmosphere through a new 14-in ID galvanized iron pipe as shown below. The minor loss coefficients in the suction and discharge piping are EK = 1.5 and Eduk = 7.2. Perform the following: a. derive the equation for the system curve as hy = a + b where he and a have units of feet and b has units of ft/gpm); b. plot the...
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