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Water flows through a 30° pipe bend at a rate of 200 gpm. The diameter of...
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...
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...
Can I get a solution for this question about fluid mechanics? It is hard to solve 30 This 30 vertical bend in a pipe wi...
Can I get a solution for this question about fluid
mechanics?
It is hard to solve
30 This 30 vertical bend in a pipe with a 2.5 ft diameter carries water (p 624 lbm/t) at a rate of 31.4 cfs. If the pressure p, is 10 psig at the lower end of the bend, where the elevation is 100 ft, and is 8.5 psig at the upper end, where the elevation is 103 ft, what will be the vertical component...
Water flows at a rate of 30 gpm through a vertical pipe that changes size and...
Water flows at a rate of 30 gpm through a vertical pipe that changes size and contains a partially-closed valve that causes headloss. Point X is in the 2-inch diameter part of the pipe at elevation 127.15 ft and has a pressure of 65 psi and point Y is in the I inch diameter part of the pipe at elevation 135.23 ft and has a pressure of 62.7 psi. Which direction is water flowing-from X to Y or from Y...
(a) A horizontal pipe, of constant internal diameter 500 mm, has a 90° bend (Figure Q3a)....
(a) A horizontal pipe, of constant internal diameter 500 mm, has a 90° bend (Figure Q3a). The discharge of water through the pipe is 0.15 ms and the entry pressure head is 28 m. Determine the magnitude and direction of the force exerted by the fluid on the bend. [9 marks] Figure Q3a
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...
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 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
Problem 1 (30): Water (density p 999 kg/m') flows through a pipe bend and constriction as...
Problem 1 (30): Water (density p 999 kg/m') flows through a pipe bend and constriction as shown in the schematic. The pipe section is connected to input and output pipes at loc ations A and B. the inlet point A is located 1 m higher in elevation compared to the exit point B. The total loss d ue to pipe friction, bend, and constriction can be approximated as EU = etY2 with et = 2.1 2 Find the total force...
Show all steps clearly 12 in 5.35. Water issues through a horizontal 180° pipe bend as...
Show all steps clearly
12 in 5.35. Water issues through a horizontal 180° pipe bend as shown in Figure P5.35. The pipe has the same diameter, 12 in, before and after the bend and the velocity through the bend is 10 ft/s. The pressures at the entrance and exist of the bend are 12 psi and 10 psi, respectively. Calculate the horizontal (x and y) components of the force exerted by the bend on the flowing water. Figure P5.35 Water...
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...
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...
Can I get a solution for this question about fluid
mechanics?
It is hard to solve
30 This 30 vertical bend in a pipe with a 2.5 ft diameter carries water (p 624 lbm/t) at a rate of 31.4 cfs. If the pressure p, is 10 psig at the lower end of the bend, where the elevation is 100 ft, and is 8.5 psig at the upper end, where the elevation is 103 ft, what will be the vertical component...
Water flows at a rate of 30 gpm through a vertical pipe that changes size and contains a partially-closed valve that causes headloss. Point X is in the 2-inch diameter part of the pipe at elevation 127.15 ft and has a pressure of 65 psi and point Y is in the I inch diameter part of the pipe at elevation 135.23 ft and has a pressure of 62.7 psi. Which direction is water flowing-from X to Y or from Y...
(a) A horizontal pipe, of constant internal diameter 500 mm, has a 90° bend (Figure Q3a). The discharge of water through the pipe is 0.15 ms and the entry pressure head is 28 m. Determine the magnitude and direction of the force exerted by the fluid on the bend. [9 marks] Figure Q3a
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...
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 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
Problem 1 (30): Water (density p 999 kg/m') flows through a pipe bend and constriction as shown in the schematic. The pipe section is connected to input and output pipes at loc ations A and B. the inlet point A is located 1 m higher in elevation compared to the exit point B. The total loss d ue to pipe friction, bend, and constriction can be approximated as EU = etY2 with et = 2.1 2 Find the total force...
Show all steps clearly
12 in 5.35. Water issues through a horizontal 180° pipe bend as shown in Figure P5.35. The pipe has the same diameter, 12 in, before and after the bend and the velocity through the bend is 10 ft/s. The pressures at the entrance and exist of the bend are 12 psi and 10 psi, respectively. Calculate the horizontal (x and y) components of the force exerted by the bend on the flowing water. Figure P5.35 Water...
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