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A 12cm flow is drameter pipe with a 2000's force covered with an onfice ebte. Output...
Find the force required to hold the plug in place at the exit of the water pipe. The flow rate is 1.5 mls, and the upstream pressure is 3,500 kPa. 0.2 m 0.25 m Find the force required to hol...
Find the force required to hold the plug in place at the exit of the water pipe. The flow rate is 1.5 mls, and the upstream pressure is 3,500 kPa. 0.2 m 0.25 m
Find the force required to hold the plug in place at the exit of the water pipe. The flow rate is 1.5 mls, and the upstream pressure is 3,500 kPa. 0.2 m 0.25 m
A circular pipe of area A splits into two pipes of area A/4 each at 60 degrees to the original flow direction. If the pressure in the upstream pipe is P and the discharge is Q, show that the pressure...
A circular pipe of area A splits into two pipes of area A/4 each at 60 degrees to the original flow direction. If the pressure in the upstream pipe is P and the discharge is Q, show that the pressure in each of the downstream pipes p is given by p=p-15p where p is the fluid density the force in the original flow direction required to hold the junction in (a) [14] (b) place is given by 2 [4] What...
A 10 cm, 90° elbow in a horizontal pipe directs flow of water upward at a...
A 10 cm, 90° elbow in a horizontal pipe directs flow of water upward at a rate of 40 kg/s. The elevation difference between centers of the pipe exit and the inlet to the elbow is 50 cm. The weight of the elbow and water can be neglected. The momentum flux correction factor is 1.03 at both elbow inlet and outlet. Find: a. gauge pressure at the inlet to the elbow in kPa b. magnitude of anchoring force need to...
Please show all the steps and calculations, thanks Problem 5.4 A short circular pipe with diameter...
Please show all the steps and calculations, thanks
Problem 5.4 A short circular pipe with diameter D, has water (p,u) flowing through it from left to right at a volumetric flow rate Q. At the exit a plug with diameter D2 that partially blocks the water flow is inserted (to provide upstream pressure pı (gage) to the pipe and/or to reduce flow rate). Both upstream pressure and flow rate can be measured. (a) Using the conservation equations (mass, momentum) in...
2. The pipe configuration below represents an elbow pipe (laying horizontally on a floor) in which...
2. The pipe configuration below represents an elbow pipe (laying horizontally on a floor) in which water flows. D160 mn -999 m3 12-03mB Lİ 0.75m A+ 01-300 mm Neglecting all atmospheric pressure effects and using as gravity g-9.81 m/s, answer the following questions (a) Draw a suitable control volume, and briefly motivate your choice. (b) Compute the anchoring force in the y-direction necessary to hold the pipe in place. c) Compute the anchoring force in the r-direction necessary to hold...
QUESTION 1 Water at 10 °C is flowing in a 90 bend pipe, with inner diameter...
QUESTION 1 Water at 10 °C is flowing in a 90 bend pipe, with inner diameter of 150 mm, at an average velocity of 3.0 m/s and gauge pressure of 300 kPa. The pipe is laid in the horizontal plane as shown in figure below. The magnitude of the resultant (horizontal) force required to hold the bend in place is: a 5.46 kN b.7.72 kN Oc 10.92 kN d.5.15 kN . None of the other answers QUESTION 2 A 25.0...
QUESTION 17 Calculate the retraction force output in kN for a double acting linear actuator with...
QUESTION 17 Calculate the retraction force output in kN for a double acting linear actuator with a piston diameter of 75 mm and a rod diameter of 17 mm. The minimal system pressure is 305 kPa. QUESTION 18 Calculate the area of a pipe in cmif flow rate is 21 Vmin and flow velocity is 84 cm/s.
2. For the spray shown in the figure, calculate the exit area of water flow and...
2. For the spray shown in the figure, calculate the exit area of water flow and the required force to hold the setting in place. The atmospheric pressure is Pa=100 kPa. (30 points) Vee Q = 0.03 m/s D = 300 mm Pi = 150 kPa absolute ♡ Yous = 30° V = 10 m/s
Water flow in a pipe and then exit through a bended nozzle as shown in Figure...
Water flow in a pipe and then exit through a bended nozzle as shown in Figure 3. The nozzle is connected to the main pipe using a flanged joint at (1). The diameter of the pipe is D1 10 cm and is constant, whilst the diameter at the outlet section of the nozzle (2) is D2 3 em. The flowrate of the water is Q = 15 liter/s and the water pressure at the flange is Pi 230 kPa. By...
CENTRE INDEX NUMBER SECTION B 30 marks] Calculate the discharge through a pipe of diameter 200...
CENTRE INDEX NUMBER SECTION B 30 marks] Calculate the discharge through a pipe of diameter 200 mm when the difference of pressure head between the ends of the pipe 500 m apart is 4 m of water. Take the value off= 0.009 in the formula hl= a) 19.5e/s b)2.0es e)03 m's d) 29.3 e/s 2. A scale 1:50 scale model of ship is towed through sea water at a speed of 1 ms. A force of 2 N is required...
Find the force required to hold the plug in place at the exit of the water pipe. The flow rate is 1.5 mls, and the upstream pressure is 3,500 kPa. 0.2 m 0.25 m
Find the force required to hold the plug in place at the exit of the water pipe. The flow rate is 1.5 mls, and the upstream pressure is 3,500 kPa. 0.2 m 0.25 m
A circular pipe of area A splits into two pipes of area A/4 each at 60 degrees to the original flow direction. If the pressure in the upstream pipe is P and the discharge is Q, show that the pressure in each of the downstream pipes p is given by p=p-15p where p is the fluid density the force in the original flow direction required to hold the junction in (a) [14] (b) place is given by 2 [4] What...
Please show all the steps and calculations, thanks
Problem 5.4 A short circular pipe with diameter D, has water (p,u) flowing through it from left to right at a volumetric flow rate Q. At the exit a plug with diameter D2 that partially blocks the water flow is inserted (to provide upstream pressure pı (gage) to the pipe and/or to reduce flow rate). Both upstream pressure and flow rate can be measured. (a) Using the conservation equations (mass, momentum) in...
2. The pipe configuration below represents an elbow pipe (laying horizontally on a floor) in which water flows. D160 mn -999 m3 12-03mB Lİ 0.75m A+ 01-300 mm Neglecting all atmospheric pressure effects and using as gravity g-9.81 m/s, answer the following questions (a) Draw a suitable control volume, and briefly motivate your choice. (b) Compute the anchoring force in the y-direction necessary to hold the pipe in place. c) Compute the anchoring force in the r-direction necessary to hold...
QUESTION 1 Water at 10 °C is flowing in a 90 bend pipe, with inner diameter of 150 mm, at an average velocity of 3.0 m/s and gauge pressure of 300 kPa. The pipe is laid in the horizontal plane as shown in figure below. The magnitude of the resultant (horizontal) force required to hold the bend in place is: a 5.46 kN b.7.72 kN Oc 10.92 kN d.5.15 kN . None of the other answers QUESTION 2 A 25.0...
QUESTION 17 Calculate the retraction force output in kN for a double acting linear actuator with a piston diameter of 75 mm and a rod diameter of 17 mm. The minimal system pressure is 305 kPa. QUESTION 18 Calculate the area of a pipe in cmif flow rate is 21 Vmin and flow velocity is 84 cm/s.
2. For the spray shown in the figure, calculate the exit area of water flow and the required force to hold the setting in place. The atmospheric pressure is Pa=100 kPa. (30 points) Vee Q = 0.03 m/s D = 300 mm Pi = 150 kPa absolute ♡ Yous = 30° V = 10 m/s
Water flow in a pipe and then exit through a bended nozzle as shown in Figure 3. The nozzle is connected to the main pipe using a flanged joint at (1). The diameter of the pipe is D1 10 cm and is constant, whilst the diameter at the outlet section of the nozzle (2) is D2 3 em. The flowrate of the water is Q = 15 liter/s and the water pressure at the flange is Pi 230 kPa. By...
CENTRE INDEX NUMBER SECTION B 30 marks] Calculate the discharge through a pipe of diameter 200 mm when the difference of pressure head between the ends of the pipe 500 m apart is 4 m of water. Take the value off= 0.009 in the formula hl= a) 19.5e/s b)2.0es e)03 m's d) 29.3 e/s 2. A scale 1:50 scale model of ship is towed through sea water at a speed of 1 ms. A force of 2 N is required...
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