▼ Part 2 A control volume for this problem is shown below Control volume F. The linear momentum equation is given below 5.22) contents of the control volume at Je (a) The first term is the time rate of change of linear momentum. What is the time rate of change of linear momentum in the x direction? (b) The second term is the net rate of flow of linear momentum through the control volume. What is the net rate of flow of linear momentum in the x direction? (c) What is the net pressure force acting on the control volume in the x direction? (d) Using the linear momentum equation, what is the force on the control volume from tubing in the x-direction Fx?
Part 3 Show the signs associated with the momentum and pressure forces. (a) What is the time rate of change of linear momentum in the y direction? (b) What is the of flow of linear momentum entering the control volume in the positive y direction? (c) What is the of flow of linear momentum leaving the control volume in the positive y direction? (d) What is the pressure force in the y direction acting on the control volume inlet? (e) What is the pressure force at the y direction acting on the control volume exit? (f) Using the linear momentum equation, what is the force on the control volume from tubing in the y-direction Fy? (c) VpvA2 - (e) pA2- (f) Fy-
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Part 1 water flows through a ho zon a pipe bend asisillustrated in th gure below. The flow cross sect on area is cons...
lustrated in the figure below. The flow cross section area is constant at a value of 9000 mm2. The flow pressures...
lustrated in the figure below. The flow cross section area is constant at a value of 9000 mm2. The flow pressures at the entrance and exit of the bend are 210 and 172 kPa, respectively. Calculate the horizontal 5 m/s. The (x and y) components of the anchoring force needed to hold the bend in place. (a) What is the density of the water? (b) What is the mass flow rate of water through the system? kg/m3 (a) p- Click...
Part 1 Correct. Water flows through a horizontal, pipe bend as is illustrated in the figure...
Part 1 Correct. Water flows through a horizontal, pipe bend as is illustrated in the figure below. The flow cross section area is constant at a value of 9000 mm2. The flow velocity everywhere in the bend is 15 m/s. The pressures at the entrance and exit of the bend are 210 and 149 kPa, respectively. Calculate the horizontal (x and y) components of the anchoring force needed to hold the bend in place (a) What is the density of...
Water flows through a 30° pipe bend at a rate of 200 gpm. The diameter of...
Water flows through a 30° pipe bend at a rate of 200 gpm. The diameter of the entrance to the bend is 2.5 in. and that of the exit is 3 in. The pressure in the pipe is 30 psig, and the pressure drop in the bend is negligible. What is the total force (magnitude and direction) exerted by the fluid on the pipe bend?
Water flow a rate of 0.5 m3 /s rising through a 50 o contracting pipe bend....
Water flow a rate of 0.5 m3
/s rising through a 50 o
contracting pipe bend. The
diameter at the bend entrance is 700 mm and at the exit 500 mm as
shown in Figure
1. If the pressure at the entrance to the bend is 200 kN/m2
, determine the
magnitude and direction of the force exerted by the fluid on the
bend. The exit
entrance of the bend is 0.4 m higher than the entrance and the bend...
(15 points) Water at 20 °C flows through a 180° pipe bend. Pressures and diameters of...
(15 points) Water at 20 °C flows through a 180° pipe bend. Pressures and diameters of the pipe at point 1 and two are given as P,-350 kPa, D1-30 cm, P., 120 kPa, and D2 . 8 cm. Neglecting the pipe and water weight, answer the following questions. Patm is 100 kPa, and the total reaction force in the x direction, F., is measured as-20 kN. 4. P-100 kP a. What are gage pressures at point 1 and 2 b....
step by step explanation please 2. A reducing pipe bend turns a water flow of 60...
step by step explanation please
2. A reducing pipe bend turns a water flow of 60 litre/s through 60° in a horizontal plane. The pipe inlet diameter is 100 mm while the exit diameter is 60 mm. If the water pressure in the inlet plane is 300 kPa (abs), use Bernoulli's equation to calculate the pressure in the exit plane 104.0 kPa (abs) ] Find the magnitude and direction of the force exerted on the bend by the water. (Take...
Water flows through the pipe bend and nozzle arrangement shown in the figure above, which lies...
Water flows through the pipe bend and nozzle arrangement shown in the figure above, which lies with its axis in the horizontal -y plane. The water issues from the nozzle into the atmosphere as a jet with a velocity VN - 13 m/s and the pressure at Ais PA - 179 kPa Find the moment of the resultant force about a vertical axis through the point X for D = 6 cm diameter, Ly - 30 cm 19 cm and...
Q2 Water flows at a rate of 0.08 m''min through a flanged tap with a partially closed gate valve ...
Q2 Water flows at a rate of 0.08 m''min through a flanged tap with a partially closed gate valve spigot (Fig. Q2). The inner diameter of the pipe at the inlet and outlet is 2 cm and 1.5 cm respectively, and the gauge pressure of the water at inlet is measured to be 90 kPa. The pressure at outlet from the tap is atmospheric. The total mass of the tap assembly plus the water within it is 5.8 kg. (a)...
Water flows through the pipe bend shown in Fig Q1d, which lies in the horizontal plane....
Water flows through the pipe bend shown in Fig Q1d, which lies in the horizontal plane. If the volume flow-rate is 1.0 L/s and the pipe diameter is 30 mm, calculate the mean velocity in the pipe and the force that the water imposes on the pipe if the inlet pressures is 1.1 bar and the outlet pressure is 1.0 bar. (d) 181 Fig. Q1d
3. Water flows along a circular pipe and is turned vertically through 180° by a reducing...
3. Water flows along a circular pipe and is turned vertically through 180° by a reducing bend as shown in figure 2. The rate of flow in the pipe is 20 litres/s, the pressure measured at the entrance to the bend is 120 kN/m3 and the volume of fluid in the bend is 0.1m3. What is the magnitude and direction of the force exerted by the fluid on the bend? Ignore any friction losses. (10 marks) 100mm P - 120kN/m2...
lustrated in the figure below. The flow cross section area is constant at a value of 9000 mm2. The flow pressures at the entrance and exit of the bend are 210 and 172 kPa, respectively. Calculate the horizontal 5 m/s. The (x and y) components of the anchoring force needed to hold the bend in place. (a) What is the density of the water? (b) What is the mass flow rate of water through the system? kg/m3 (a) p- Click...
Part 1 Correct. Water flows through a horizontal, pipe bend as is illustrated in the figure below. The flow cross section area is constant at a value of 9000 mm2. The flow velocity everywhere in the bend is 15 m/s. The pressures at the entrance and exit of the bend are 210 and 149 kPa, respectively. Calculate the horizontal (x and y) components of the anchoring force needed to hold the bend in place (a) What is the density of...
Water flows through a 30° pipe bend at a rate of 200 gpm. The diameter of the entrance to the bend is 2.5 in. and that of the exit is 3 in. The pressure in the pipe is 30 psig, and the pressure drop in the bend is negligible. What is the total force (magnitude and direction) exerted by the fluid on the pipe bend?
Water flow a rate of 0.5 m3
/s rising through a 50 o
contracting pipe bend. The
diameter at the bend entrance is 700 mm and at the exit 500 mm as
shown in Figure
1. If the pressure at the entrance to the bend is 200 kN/m2
, determine the
magnitude and direction of the force exerted by the fluid on the
bend. The exit
entrance of the bend is 0.4 m higher than the entrance and the bend...
(15 points) Water at 20 °C flows through a 180° pipe bend. Pressures and diameters of the pipe at point 1 and two are given as P,-350 kPa, D1-30 cm, P., 120 kPa, and D2 . 8 cm. Neglecting the pipe and water weight, answer the following questions. Patm is 100 kPa, and the total reaction force in the x direction, F., is measured as-20 kN. 4. P-100 kP a. What are gage pressures at point 1 and 2 b....
step by step explanation please
2. A reducing pipe bend turns a water flow of 60 litre/s through 60° in a horizontal plane. The pipe inlet diameter is 100 mm while the exit diameter is 60 mm. If the water pressure in the inlet plane is 300 kPa (abs), use Bernoulli's equation to calculate the pressure in the exit plane 104.0 kPa (abs) ] Find the magnitude and direction of the force exerted on the bend by the water. (Take...
Water flows through the pipe bend and nozzle arrangement shown in the figure above, which lies with its axis in the horizontal -y plane. The water issues from the nozzle into the atmosphere as a jet with a velocity VN - 13 m/s and the pressure at Ais PA - 179 kPa Find the moment of the resultant force about a vertical axis through the point X for D = 6 cm diameter, Ly - 30 cm 19 cm and...
Q2 Water flows at a rate of 0.08 m''min through a flanged tap with a partially closed gate valve spigot (Fig. Q2). The inner diameter of the pipe at the inlet and outlet is 2 cm and 1.5 cm respectively, and the gauge pressure of the water at inlet is measured to be 90 kPa. The pressure at outlet from the tap is atmospheric. The total mass of the tap assembly plus the water within it is 5.8 kg. (a)...
Water flows through the pipe bend shown in Fig Q1d, which lies in the horizontal plane. If the volume flow-rate is 1.0 L/s and the pipe diameter is 30 mm, calculate the mean velocity in the pipe and the force that the water imposes on the pipe if the inlet pressures is 1.1 bar and the outlet pressure is 1.0 bar. (d) 181 Fig. Q1d
3. Water flows along a circular pipe and is turned vertically through 180° by a reducing bend as shown in figure 2. The rate of flow in the pipe is 20 litres/s, the pressure measured at the entrance to the bend is 120 kN/m3 and the volume of fluid in the bend is 0.1m3. What is the magnitude and direction of the force exerted by the fluid on the bend? Ignore any friction losses. (10 marks) 100mm P - 120kN/m2...
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