The average depth of water in the tank is 17 ft. The total length of the...
The average depth of water in the tank is 17 ft. The total length of the pipeline is 480 ft, which includes a vertical drop of 40 ft (between the bottom of the tank and the pipe outlet). The steel pipe has an inner diameter of 1.61in. If the tank is vented to the atmosphere and the discharge is also at atmospheric pressure, what will the delivery be in gpm? The equivalent length of all necessary fittings is 115ft. For the steel pipe,ε= 0.0018in.
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The average depth of water in the tank is 17 ft. The total
length of the...
Turpentine is stored in a 25-ft-diameter tank. Inside the storage tank, the turpentine depth is 1...
Turpentine is stored in a 25-ft-diameter tank. Inside the storage tank, the turpentine depth is 18 ft. A piping system containing a pump is to move the turpentine to a holding tank having a very large diameter. The turpentine depth in the holding tank is constant at6 ft. The pipeline contains a basket strainer three elbows, and a ball valve. At the exit, the end of the pipeline is submerged 5 ft below the free surface of the turpentine. For...
A pump delivers water at 200C between a reservoir and a water tank that is 75[ft] higher than the...
A pump delivers water at 200C between a reservoir and a water tank that is 75[ft] higher than the reservoir. The suction side of the system consists of a cast iron pipe of 1[ft]diameter with a strainer (Ks= 2.5) and four 90-degree bends at R/D= 5. The discharge side of the system includes a 1000[ft] long commercial steel pipe with 12” diameter followed by a gate valve. The NPSH required for the pump is 10[ft], and the design discharge is...
4. A cast iron pipe is to carry 1000 GPM of water from a lake down...
4. A cast iron pipe is to carry 1000 GPM of water from a lake down a hill side where it will discharge into the atmosphere. The elevation change is 750 ft. and the pipe is 2250 ft. long. Neglecting minor losses what should be the diameter of the pipe? 748 gal -i t 5. and vertical forces on the wall and their moments about point B. The tank width into the page is 5 A. The fluid is water....
Question 6 - Minor Losses A tank and piping system is shown. The galvanized pipe diameter is 1.5 cm, and the total length of pipe is 10 m. The two 90° elbows are threaded fittings. The vertical dista...
Question 6 - Minor Losses A tank and piping system is shown. The galvanized pipe diameter is 1.5 cm, and the total length of pipe is 10 m. The two 90° elbows are threaded fittings. The vertical distance from the water surface to the pipe outlet is 5 m. The velocity of the water in the tank is negligible. Find (a) the exit velocity of the water and (b) the height (h) the water jet would rise on exiting the...
A pressurized tank of water has a 9-cm-diameter orifice at the bottom, where water discharges to...
A pressurized tank of water has a 9-cm-diameter orifice at the bottom, where water discharges to the atmosphere. The water level is 2.5 m above the outlet. The tank air pressure above the water level is 250 kPa (absolute), while the atmospheric pressure is 100 kPa. Neglecting frictional effects, determine the initial discharge rate of water from the tank. -Air 250 kPa 2.5 m d cm The initial discharge rate of water from the tank is determined to be [...
Problem 1. Water flows from a large tank through a smooth pipe of length 80 m....
Problem 1. Water flows from a large tank through a smooth pipe of length 80 m. Both the tank free surface and jet exit are exposed to the atmosphere. Take the density of water p = 1000 kg/m3, dynamic viscosity of water u = 0.001 kg/m.s, atmospheric pressure = 100 kPa, and gravity = 9.8 m/s2. Calculate the volumetric flow rate through the pipe. Neglect entrance losses to the pipe. Hint: Consider the inlet and outlet sections of the pipe...
Problem 1. Water flows from a large tank through a smooth pipe of length 80 m....
Problem 1. Water flows from a large tank through a smooth pipe of length 80 m. Both the tank free surface and jet exit are exposed to the atmosphere. Take the density of water p = 1000 kg/m3, dynamic viscosity of water j = 0.001 kg/m.s, atmospheric pressure = 100 kPa, and gravity = 9.8 m/s2. Calculate the volumetric flow rate through the pipe. Neglect entrance losses to the pipe. Hint: Consider the inlet and outlet sections of the pipe...
A pump carries water at a temperature of 30 ° C from one tank (A) to...
A pump carries water at a temperature of 30 ° C from one tank
(A) to another (B). The diameter of the pipe leaving tank A and
reaching the pump is 4 inches. The diameter of the pipe leaving the
pump and reaching tank B is 3 inches. The pump motor increases the
fluid pressure by 3 kgf / cm2 (ΔP), and generates a power per unit
of mass of 300 J / kg. Calculate the height difference (ΔZ) between...
Water is released from a tank with a constant depth of 30 feet as shown in...
Water is released from a tank with a constant depth of 30 feet
as shown in the figure. The entrance and exit loss coefficients are
0.3 and 0.5. The outfall pipe has a diameter meter of 5 ft and a
length of 100 ft. The pipe wall is a rough concrete surface with a
roughness height of 0.05 ft. Considering both minor and major
losses this system, determine the flowrate in the pipe?
100 feet 15 ft e-0.05 ft D-5feet...
- - - 1- 2) A water tank will provide irrigation water to a field and...
- - - 1- 2) A water tank will provide irrigation water to a field and the farmer asks you how much flow there will be for different water elevations in the tank. The irrigation method is flood irrigation for which there is a free outfall. The pipeline will be 300 meters long, the pipe diameter is 15 cm, and the friction factor f=0.02. The bottom of the tank is 5 meters above the field and the top of the...
Turpentine is stored in a 25-ft-diameter tank. Inside the storage tank, the turpentine depth is 18 ft. A piping system containing a pump is to move the turpentine to a holding tank having a very large diameter. The turpentine depth in the holding tank is constant at6 ft. The pipeline contains a basket strainer three elbows, and a ball valve. At the exit, the end of the pipeline is submerged 5 ft below the free surface of the turpentine. For...
4. A cast iron pipe is to carry 1000 GPM of water from a lake down a hill side where it will discharge into the atmosphere. The elevation change is 750 ft. and the pipe is 2250 ft. long. Neglecting minor losses what should be the diameter of the pipe? 748 gal -i t 5. and vertical forces on the wall and their moments about point B. The tank width into the page is 5 A. The fluid is water....
Question 6 - Minor Losses A tank and piping system is shown. The galvanized pipe diameter is 1.5 cm, and the total length of pipe is 10 m. The two 90° elbows are threaded fittings. The vertical distance from the water surface to the pipe outlet is 5 m. The velocity of the water in the tank is negligible. Find (a) the exit velocity of the water and (b) the height (h) the water jet would rise on exiting the...
A pressurized tank of water has a 9-cm-diameter orifice at the bottom, where water discharges to the atmosphere. The water level is 2.5 m above the outlet. The tank air pressure above the water level is 250 kPa (absolute), while the atmospheric pressure is 100 kPa. Neglecting frictional effects, determine the initial discharge rate of water from the tank. -Air 250 kPa 2.5 m d cm The initial discharge rate of water from the tank is determined to be [...
Problem 1. Water flows from a large tank through a smooth pipe of length 80 m. Both the tank free surface and jet exit are exposed to the atmosphere. Take the density of water p = 1000 kg/m3, dynamic viscosity of water u = 0.001 kg/m.s, atmospheric pressure = 100 kPa, and gravity = 9.8 m/s2. Calculate the volumetric flow rate through the pipe. Neglect entrance losses to the pipe. Hint: Consider the inlet and outlet sections of the pipe...
Problem 1. Water flows from a large tank through a smooth pipe of length 80 m. Both the tank free surface and jet exit are exposed to the atmosphere. Take the density of water p = 1000 kg/m3, dynamic viscosity of water j = 0.001 kg/m.s, atmospheric pressure = 100 kPa, and gravity = 9.8 m/s2. Calculate the volumetric flow rate through the pipe. Neglect entrance losses to the pipe. Hint: Consider the inlet and outlet sections of the pipe...
A pump carries water at a temperature of 30 ° C from one tank
(A) to another (B). The diameter of the pipe leaving tank A and
reaching the pump is 4 inches. The diameter of the pipe leaving the
pump and reaching tank B is 3 inches. The pump motor increases the
fluid pressure by 3 kgf / cm2 (ΔP), and generates a power per unit
of mass of 300 J / kg. Calculate the height difference (ΔZ) between...
Water is released from a tank with a constant depth of 30 feet
as shown in the figure. The entrance and exit loss coefficients are
0.3 and 0.5. The outfall pipe has a diameter meter of 5 ft and a
length of 100 ft. The pipe wall is a rough concrete surface with a
roughness height of 0.05 ft. Considering both minor and major
losses this system, determine the flowrate in the pipe?
100 feet 15 ft e-0.05 ft D-5feet...
- - - 1- 2) A water tank will provide irrigation water to a field and the farmer asks you how much flow there will be for different water elevations in the tank. The irrigation method is flood irrigation for which there is a free outfall. The pipeline will be 300 meters long, the pipe diameter is 15 cm, and the friction factor f=0.02. The bottom of the tank is 5 meters above the field and the top of the...
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