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Hi I need answer of this question please
Take in consideration that h2 = (50+x) cm....
1. Some non-Newtonian fluids behave as a Bingham plastic for which shear stress can be expressed...
1. Some non-Newtonian fluids behave as a Bingham plastic for which shear stress can be expressed as + For laminar flow of a Bingham plastic in a horizontal pipe of radius R, the velocity profile is given as 4wr -R)+ (r-R), where AP/L is the constant pressure drop along the pipe per unit length, is the dynamic viscosity,r is the radial distance from the centerline, and is the yield stress of Bingham plastic. Develop a relation for (a) the shear...
fluid mechanics please fast 1. (15 points) Water (p-1g/cm) is flowing in pipes shown in Figure...
fluid mechanics please fast
1. (15 points) Water (p-1g/cm) is flowing in pipes shown in Figure below. Use Bernoull's equation to calculate velocity of water at point B. - Fluid velocity in the large diameter pipe is 1m/s. - Pressure at point 2 is measured with U-tube mercury manometer (Pmercury-13,600kg/m) - h1-0.3m, h2-6cm - assume that the acceleration gravity g-10m/s 2 Manometer shows 0.7kPa pressure Ji h1
1. Solve this problem in symbols first and then plug in numbers. pressurized vessel contains water...
1. Solve this problem in symbols first and then plug in numbers. pressurized vessel contains water with some air above it, as shown below. A multi-fluid manometer system is used o determine the pressure at the air-water interface, point F. Determine the gage pressure at point F in kPa gage. oil Air Mercury Data h, . 0.24 mi, h2 0.35 m and h3 . 0.52 m Assume the fluid densities are water 1000 kg/m2, oil: 790 kg/m2 and mercury(Hg): 13,600...
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...
Two water reservoirs A and B are connected to each other through a 35m-long, 2-cm-diameter cast...
Two water reservoirs A and B are connected to each other through a 35m-long, 2-cm-diameter cast iron pipe with a sharp-edged entrance. The pipe also involves a swing check valve and a fully open gate valve. The water level in both reservoirs is the same, but reservoir A is pressurized by compressed air while reservoir B is open to the atmosphere at 94 kPa. If the initial flow rate through the pipe is 1.2 L/s, determine the air pressure (gage)...
Fluid mechanics! Please answer and explain (w/ details). Will rate! 3) Consider flow through an industrial...
Fluid mechanics! Please answer
and explain (w/ details). Will rate!
3) Consider flow through an industrial water pipe. A technician needs to measure the pressure drop along the pipe from P2 to Pi (ie. find what P2- Pi is). Instead of using Castor Oil only, the technician accidently fills the manometer with Decane. Use the manometer shown below to calculate the pressure difference between the two locations along the pipe. Express your answer symbolically using the given parameters as well...
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 2 4 pts Question 1lb) If viscous effects are negligible, determine the flow rate Qt (m3/s) at Point 1 in the large pipe if h-5.8 m and V2 66m/s The density of water is 1000 kg/m3. Atm...
Question 2 4 pts Question 1lb) If viscous effects are negligible, determine the flow rate Qt (m3/s) at Point 1 in the large pipe if h-5.8 m and V2 66m/s The density of water is 1000 kg/m3. Atmospheric pressure Patm 101.325 kPa. Gravitational acceleration g- 9.81 m/s Your answer should be in m3/s and accurate to4d.р. Question 3 3 pts If viscous effects are negligible, determine the gauge pressure p1 (kPa) at Point 1 in the large pipe for Q1...
Ignore question [1], just need the problem description from it. [1] Water flowing in a pipe...
Ignore question [1], just need
the problem description from it.
[1] Water flowing in a pipe is determined to be moving at the velocities given in the diagram below. The higher level is 3 meters above the lower one and the pressure in the lower portion is measured to be 200 kPa. Determine the pressure inside the upper pipe Treat the water as an ideal fluid obeying Bernoulli's equation. Consider the path connecting poin in the lower pipe with point...
Answer the question below based on the given values and the schematic of the faucet below. The x and y direction reacti...
Answer the question below based on the given values and the schematic of the faucet below. The x and y direction reaction force on the faucet system is measured as below The mass of the total system including water is given as m. (Ans: 3.6 m/s, 6.56 kPa, 19.2 W, 1.60 N, clockwise) Flange CV I m 3.5 kg D-3 cm-0.03 m Spigot 1.gage In p 1000 kg/m3 F,--13.81 + 25.zj N 10 cm What is the V2? Use y...
1. Some non-Newtonian fluids behave as a Bingham plastic for which shear stress can be expressed as + For laminar flow of a Bingham plastic in a horizontal pipe of radius R, the velocity profile is given as 4wr -R)+ (r-R), where AP/L is the constant pressure drop along the pipe per unit length, is the dynamic viscosity,r is the radial distance from the centerline, and is the yield stress of Bingham plastic. Develop a relation for (a) the shear...
fluid mechanics please fast
1. (15 points) Water (p-1g/cm) is flowing in pipes shown in Figure below. Use Bernoull's equation to calculate velocity of water at point B. - Fluid velocity in the large diameter pipe is 1m/s. - Pressure at point 2 is measured with U-tube mercury manometer (Pmercury-13,600kg/m) - h1-0.3m, h2-6cm - assume that the acceleration gravity g-10m/s 2 Manometer shows 0.7kPa pressure Ji h1
1. Solve this problem in symbols first and then plug in numbers. pressurized vessel contains water with some air above it, as shown below. A multi-fluid manometer system is used o determine the pressure at the air-water interface, point F. Determine the gage pressure at point F in kPa gage. oil Air Mercury Data h, . 0.24 mi, h2 0.35 m and h3 . 0.52 m Assume the fluid densities are water 1000 kg/m2, oil: 790 kg/m2 and mercury(Hg): 13,600...
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...
Two water reservoirs A and B are connected to each other through a 35m-long, 2-cm-diameter cast iron pipe with a sharp-edged entrance. The pipe also involves a swing check valve and a fully open gate valve. The water level in both reservoirs is the same, but reservoir A is pressurized by compressed air while reservoir B is open to the atmosphere at 94 kPa. If the initial flow rate through the pipe is 1.2 L/s, determine the air pressure (gage)...
Fluid mechanics! Please answer
and explain (w/ details). Will rate!
3) Consider flow through an industrial water pipe. A technician needs to measure the pressure drop along the pipe from P2 to Pi (ie. find what P2- Pi is). Instead of using Castor Oil only, the technician accidently fills the manometer with Decane. Use the manometer shown below to calculate the pressure difference between the two locations along the pipe. Express your answer symbolically using the given parameters as well...
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 2 4 pts Question 1lb) If viscous effects are negligible, determine the flow rate Qt (m3/s) at Point 1 in the large pipe if h-5.8 m and V2 66m/s The density of water is 1000 kg/m3. Atmospheric pressure Patm 101.325 kPa. Gravitational acceleration g- 9.81 m/s Your answer should be in m3/s and accurate to4d.р. Question 3 3 pts If viscous effects are negligible, determine the gauge pressure p1 (kPa) at Point 1 in the large pipe for Q1...
Ignore question [1], just need
the problem description from it.
[1] Water flowing in a pipe is determined to be moving at the velocities given in the diagram below. The higher level is 3 meters above the lower one and the pressure in the lower portion is measured to be 200 kPa. Determine the pressure inside the upper pipe Treat the water as an ideal fluid obeying Bernoulli's equation. Consider the path connecting poin in the lower pipe with point...
Answer the question below based on the given values and the schematic of the faucet below. The x and y direction reaction force on the faucet system is measured as below The mass of the total system including water is given as m. (Ans: 3.6 m/s, 6.56 kPa, 19.2 W, 1.60 N, clockwise) Flange CV I m 3.5 kg D-3 cm-0.03 m Spigot 1.gage In p 1000 kg/m3 F,--13.81 + 25.zj N 10 cm What is the V2? Use y...
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