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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...
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...
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 flow nozzle equipped with a differential pressure gage is used to measure the flow rate of water at 10°C (p 9997 kg/m3 and p 1.307 x 10-3 kg/m s) through a 3-cm-diameter horizontal pipe. The nozzle...
A flow nozzle equipped with a differential pressure gage is used to measure the flow rate of water at 10°C (p 9997 kg/m3 and p 1.307 x 10-3 kg/m s) through a 3-cm-diameter horizontal pipe. The nozzle exit diameter is 1.5 cm, and the measured pressure drop is 3.3 kPa. Determine the volume flow rate of water, the average velocity through the pipe, and the head loss 1.5 cm Differential pressure gage -3 m3(s m/s The volume flow rate of...
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...
Water flow steady through a pipe with Dia= 0.75 m at point 1 and Dia= 1.5...
Water flow steady through a pipe with Dia= 0.75 m at point 1 and Dia= 1.5 m at point 2 as shown below. Find the velocity and the volume flow rate at the exit point.( xwater = 9800 N/m3) D = 1.5 m D = 0.75 m (1) BS water in (2) D = 2 m im o 7m. SG=0.88 T 0.3 in 0.5 m 0.2 in 0.5m SG=13.5S SG:13.55
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
The required water flow rate in the 6 cm diameter 30-meter long circular pipe in the...
The required water flow rate in the 6 cm diameter 30-meter long circular pipe in the diagram below is 12 liters per second. The water temperature is 4 °C and the flow discharges into the atmosphere at a pressure of PB = 100 kPa. The flow is fully developed turbulent flow and there is no elevation change. The surface of the wall has become degraded due to pitting and deposits such that there is a surface roughness with a height...
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...
g through a nozzle. The inlet pressure is p 3.7 kPa (gage) air flowing and the air exhausts into the atmosphere. The...
g through a nozzle. The inlet pressure is p 3.7 kPa (gage) air flowing and the air exhausts into the atmosphere. The nozzle has an inlet diameter of 60 mm and an exit diameter of 10 mm, and the nozzle is connected to the supply pipe by flanges. Find the force required to hold the nozzle stationary. Assume the air has a constant density of 1.22 kg/m Neglect the weight of the nozzle. m Flanges Flow 2
g through a...
Water flow steady through a pipe with Dia=0.75 m at point 1 and Dia= 1.5 m...
Water flow steady through a pipe with Dia=0.75 m at point 1 and Dia= 1.5 m at point 2 as shown below. Find the velocity and the volume flow rate at the exit point.(Ywater = 9800 N/m) D-1.5 m D=0.75 m (1) water (2) Y D = 2 m 1m 0.7m SG=0.88 T 0.3m 0.5m 02 m 0.5m 0.5m S6=13.5S SG:13.55
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...
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 flow nozzle equipped with a differential pressure gage is used to measure the flow rate of water at 10°C (p 9997 kg/m3 and p 1.307 x 10-3 kg/m s) through a 3-cm-diameter horizontal pipe. The nozzle exit diameter is 1.5 cm, and the measured pressure drop is 3.3 kPa. Determine the volume flow rate of water, the average velocity through the pipe, and the head loss 1.5 cm Differential pressure gage -3 m3(s m/s The volume flow rate of...
Water flow steady through a pipe with Dia= 0.75 m at point 1 and Dia= 1.5 m at point 2 as shown below. Find the velocity and the volume flow rate at the exit point.( xwater = 9800 N/m3) D = 1.5 m D = 0.75 m (1) BS water in (2) D = 2 m im o 7m. SG=0.88 T 0.3 in 0.5 m 0.2 in 0.5m SG=13.5S SG:13.55
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...
g through a nozzle. The inlet pressure is p 3.7 kPa (gage) air flowing and the air exhausts into the atmosphere. The nozzle has an inlet diameter of 60 mm and an exit diameter of 10 mm, and the nozzle is connected to the supply pipe by flanges. Find the force required to hold the nozzle stationary. Assume the air has a constant density of 1.22 kg/m Neglect the weight of the nozzle. m Flanges Flow 2
g through a...
Water flow steady through a pipe with Dia=0.75 m at point 1 and Dia= 1.5 m at point 2 as shown below. Find the velocity and the volume flow rate at the exit point.(Ywater = 9800 N/m) D-1.5 m D=0.75 m (1) water (2) Y D = 2 m 1m 0.7m SG=0.88 T 0.3m 0.5m 02 m 0.5m 0.5m S6=13.5S SG:13.55
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