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Water flows through the pipe bend shown in Fig Q1d, which lies in the horizontal plane....
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...
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...
I need answer of this question please A pipe bends through 90 from its initial direction....
I need answer of this question please
A pipe bends through 90 from its initial direction. The pipe reduces in diameter such that the velocity at outlet is 1.5 times the velocity at inlet. The pipe diameter is 200 mm and static pressure is (100 10X) kPa at inlet. The volume flow rate is 0.2 m'/s. calculate the following: 1) Velocity at outlet 2) Pressure at outlet 3) The horizontal and vertical forces on the bend 4) The total resultant...
Water is flowing through a horizontal pipe with diameter, D1, at a velocity, V1, and under a pres...
Water is flowing through a horizontal pipe with diameter, D1, at
a velocity, V1, and under a pressure, P1. It enters a 900 reducing
bend (Shown in grey in Fig 2) that connects to a vertical pipe of
diameter, D2. The inlet of the bend is 50 cm above the exit of the
bend (as shown in Fig 2). Axes for positive directions of x and z
coordinates are provided. Figure 2 Side view of reducing bend from
horizontal to...
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)...
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...
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...
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?
Part 1 water flows through a ho zon a pipe bend asisillustrated in th gure below. The flow cross sect on area is cons...
Part 1 water flows through a ho zon a pipe bend asisillustrated in th gure below. The flow cross sect on area is constant at a value of gDao mm2 respectively. Calculate the horizontal (x and v) components of the anchoring farce needed to hold the bend in place ) compoes af the The flow velocity ถverywhere n the bend is 15 m s. The pressures at the cntrance and exit o the band are 210 and 159 the bend...
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...
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...
I need answer of this question please
A pipe bends through 90 from its initial direction. The pipe reduces in diameter such that the velocity at outlet is 1.5 times the velocity at inlet. The pipe diameter is 200 mm and static pressure is (100 10X) kPa at inlet. The volume flow rate is 0.2 m'/s. calculate the following: 1) Velocity at outlet 2) Pressure at outlet 3) The horizontal and vertical forces on the bend 4) The total resultant...
Water is flowing through a horizontal pipe with diameter, D1, at
a velocity, V1, and under a pressure, P1. It enters a 900 reducing
bend (Shown in grey in Fig 2) that connects to a vertical pipe of
diameter, D2. The inlet of the bend is 50 cm above the exit of the
bend (as shown in Fig 2). Axes for positive directions of x and z
coordinates are provided. Figure 2 Side view of reducing bend from
horizontal to...
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)...
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...
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...
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?
Part 1 water flows through a ho zon a pipe bend asisillustrated in th gure below. The flow cross sect on area is constant at a value of gDao mm2 respectively. Calculate the horizontal (x and v) components of the anchoring farce needed to hold the bend in place ) compoes af the The flow velocity ถverywhere n the bend is 15 m s. The pressures at the cntrance and exit o the band are 210 and 159 the bend...
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