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04 Water is flowing through a Tee in a horizontal plane as shown in Figure 3....
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...
5.54 Assuming frictionless, incompressible, one-dimensional flow of water through the horizontal tee connection sketched in Fig...
5.54 Assuming frictionless, incompressible, one-dimensional flow of water through the horizontal tee connection sketched in Fig P5.54, estimate values of the x and y components of the force exerted by the tee on the water. Each pipe has an inside diameter of 1 m. 2 Section (3) Section (2) 10 m3ls Section (1) P1-200 kPa FIGUR E P5.54
also need direction of resultant force FIGURE P6-37 6-38 Water flowing in a horizontal 25-cm-diameter pipe...
also need direction of resultant force
FIGURE P6-37 6-38 Water flowing in a horizontal 25-cm-diameter pipe at 8 m/s and 300 kPa gage enters a 90 bend reducing section, which connects to a 15-cm-diameter vertical pipe. The inlet of the bend is 50 cm above the exit. Neglecting any frictional and gravitational effects, determine the net resultant force exerted on the reducer by the water. Take the momentum- flux correction factor to be 1.04. 6 30 A horizontal 4-cm-diameter water...
Question 1: Calculate the force on the bolts if a) Water flowing in the pipe is on a horizontal plane. bł Water flow...
Question 1: Calculate the force on the bolts if a) Water flowing in the pipe is on a horizontal plane. bł Water flowing in the pipe is on a vertical plane and the distance between the centerlines of upper and lower pipes is 2 meters. d-0.05m 015m L/s 15m
Question 1: Calculate the force on the bolts if a) Water flowing in the pipe is on a horizontal plane. bł Water flowing in the pipe is on a vertical plane...
Water is flowing through two horizontal pipes of different diameters which are connected together. The speed...
Water is flowing through two horizontal pipes of different diameters which are connected together. The speed of water in the first pipe is 4m/s, diameters of the pipe is 2cm, and the pressure is 2 ×104N/m2 . The density of water is 1000kg/m3 . The diameter of the second pipe is 4cm. Calculate the speed and pressure of water in the second pipe.
Oil is flowing through a horizontal pipe expansion. In the small section, the pipe has a...
Oil is flowing through a horizontal pipe expansion. In the small section, the pipe has a diameter of 0.6 meters and a pressure of 500 kPa. If the pipe expands to a diameter of 1.8 meters, what is the pressure in the expanded pipe section. (Assume the oil flow rate is 65 m3/min and oil density is 900 kg/m3) A 23,988.724 kPa B 7.024646 kPa C 493.312238 kPa D 506.524646 kPa
1,gage Figure for Problem 3 Problem 3. (15 points) Water is flowing into and discharging from...
1,gage Figure for Problem 3 Problem 3. (15 points) Water is flowing into and discharging from a U-shaped pipe section as shown. At flange (1), 20 kg/s of water flows into the section with the total absolute pressure of 200 kPa. At flange (2), the absolute pressure is 140 kPa. The diameter of pipes 1 and 2 is 11 cm and 6 cm respectively. Determine the total x and y forces on the flanges connecting the pipe bend. Do not...
Water is flowing through a horizontal pipe with an inside diameter of 8.00cm. The pipe narrows...
Water is flowing through a horizontal pipe with an inside diameter of 8.00cm. The pipe narrows to an inside diameter of 3.75cm. Assume the water is an ideal incompressible fluid. What is the velocity of the fluid initially, v_1 (when It is flowing in the 8.00cm diameter section) if the velocity of the water in the narrow part of the pipe is measured at V_2 = 27m/s? If the initial pressure is known to be 670 kPa what is the...
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...
Water at 20 C is steadily flowing through a diverging pipe section that is inclined by...
Water at 20 C is steadily flowing through a diverging pipe section that is inclined by an angle of 30° with respect to the horizontal (See the figure) The total testing section length is 20 m long with an initial pipe diameter of 10 mm (Section 1) and final diameter of 20 mm (Section 2). The small diameter section shows a gage pressure of 100 kPa and average flow velocity 10 m/s. Other values will be obtained by reaching complete...
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...
5.54 Assuming frictionless, incompressible, one-dimensional flow of water through the horizontal tee connection sketched in Fig P5.54, estimate values of the x and y components of the force exerted by the tee on the water. Each pipe has an inside diameter of 1 m. 2 Section (3) Section (2) 10 m3ls Section (1) P1-200 kPa FIGUR E P5.54
also need direction of resultant force
FIGURE P6-37 6-38 Water flowing in a horizontal 25-cm-diameter pipe at 8 m/s and 300 kPa gage enters a 90 bend reducing section, which connects to a 15-cm-diameter vertical pipe. The inlet of the bend is 50 cm above the exit. Neglecting any frictional and gravitational effects, determine the net resultant force exerted on the reducer by the water. Take the momentum- flux correction factor to be 1.04. 6 30 A horizontal 4-cm-diameter water...
Question 1: Calculate the force on the bolts if a) Water flowing in the pipe is on a horizontal plane. bł Water flowing in the pipe is on a vertical plane and the distance between the centerlines of upper and lower pipes is 2 meters. d-0.05m 015m L/s 15m
Question 1: Calculate the force on the bolts if a) Water flowing in the pipe is on a horizontal plane. bł Water flowing in the pipe is on a vertical plane...
1,gage Figure for Problem 3 Problem 3. (15 points) Water is flowing into and discharging from a U-shaped pipe section as shown. At flange (1), 20 kg/s of water flows into the section with the total absolute pressure of 200 kPa. At flange (2), the absolute pressure is 140 kPa. The diameter of pipes 1 and 2 is 11 cm and 6 cm respectively. Determine the total x and y forces on the flanges connecting the pipe bend. Do not...
Water is flowing through a horizontal pipe with an inside diameter of 8.00cm. The pipe narrows to an inside diameter of 3.75cm. Assume the water is an ideal incompressible fluid. What is the velocity of the fluid initially, v_1 (when It is flowing in the 8.00cm diameter section) if the velocity of the water in the narrow part of the pipe is measured at V_2 = 27m/s? If the initial pressure is known to be 670 kPa what is the...
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...
Water at 20 C is steadily flowing through a diverging pipe section that is inclined by an angle of 30° with respect to the horizontal (See the figure) The total testing section length is 20 m long with an initial pipe diameter of 10 mm (Section 1) and final diameter of 20 mm (Section 2). The small diameter section shows a gage pressure of 100 kPa and average flow velocity 10 m/s. Other values will be obtained by reaching complete...
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