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9. Bernoulli's equation With a manometer as...
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
Problem 3- A reducing section is attached to the end ofa straight pipe of 4 inch...
Problem 3- A reducing section is attached to the end ofa straight pipe of 4 inch ID (1 inch 0.0254 m). The ID of the exit of the reducing section is 2 inch. Water (incompressible) is the flowing fluid, and the pressure difference before and after t bya mercury manometer, as sho wn in the graphon the right. The section is the atmo spheric pressure zero gage. Mercury's specific gravity is 13.6, and that of the flowing water is 1.0....
[1] Water flowing in a pipe is determined to be moving at the velocities given in...
[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 2 in the upper pipe a streamline 200 kPa 2.0...
Fluid Mechanics. Please answer as many as you can. Short answer questions 1) Explain the physical...
Fluid Mechanics. Please answer as many as you can.
Short answer questions 1) Explain the physical meaning of the acceleration term uVu, where u is the velocity vector in a fluid. 2) Name the two equations that are required to describe the flow of an inertial jet in an incompressible, unstratified fluid. 3) What is the “Continuum Hypothesis”? 4) Describe how a viscous boundary layer adjacent to a solid surface results in transfer of momentum to/from that surface. 5) What...
Using Bernoulli's equation, the calculated pressure P0 is: a.) 321213 dyne/cm3 b.) 135263 dyne/cm3 c.) 452647...
Using Bernoulli's equation, the calculated pressure P0 is:
a.) 321213 dyne/cm3
b.) 135263 dyne/cm3
c.) 452647 dyne/cm3
d.) 128513 dyne/cm3
P.. = Pressure Atmospheric time= 7s h1 = 13cm hcl = 6.3 cm Diameter = 11.5cm Reservoir B height = 21 cm h.2 = 13.2 cm h.cpl = y cm h; = 13 lcm P1 = Pressure column h.cp2 = xcm Velocity(v.) Pipe Diameter = 3.6cm P2 = Pressure column Area.p1 Velocity (V2) Тар А hpl = 73.2 cm Pipe...
12) As shown in fig. an open-tube manometer containing water (p.-10 kg/m') and mercury (p-1.36x 10...
12) As shown in fig. an open-tube manometer containing water (p.-10 kg/m') and mercury (p-1.36x 10 kg/m). The height of water in the left column above the interface A is h' - 30 cm, while the height of mercury in the right column above B is h - 20 cm. The right column is open to the atmosphere Patm - 1.01 10 Pa. The pressure P in the container is: a) P-1.25x10 Pa a) P=0.56*10Pa b) P-4.29x109 Pa d) P-2.46x10*...
Water can be considered as a non-viscous incompressible fluid of density p. A laboratory set-up is...
Water can be considered as a non-viscous incompressible fluid of density p. A laboratory set-up is such that water flows through a pipe, exhibiting a laminar and steady-state flow. At the top end of the pipe, the flow tube has a cross-sectional area A and point 1 (located on the central streamline) is exposed to the ambient environment. The pipe drops through a A vertical distance h7 while its area decreases to when it reaches point 2 (also on the...
solve each part separately and indicate your answer clearly with solutions Problem 2: Spherical Hole in an Incompres...
solve each part separately and indicate your answer
clearly with solutions
Problem 2: Spherical Hole in an Incompressible Fluid Consider an ideal incompressible luid p . A) u infinite extent. At tine-t 0 a spherical lik-of radius a exists in the luid. Assume that initially the fluid velocity f is zero everywhere and that at very large distance froti the hole the pressure is Pi and the hal elocity remains equal to zera at large distance. Iore the elects of...
A 2L bottle is filled with water and has a 2mm diameter hole in the side...
A 2L bottle is filled with water and has a 2mm diameter hole in the side 2cm from the bottom and the top is open to the atmosphere. a) What is the velocity of the water stream coming out of the hole when the water is 10cm above the hole? Treat the water as an ideal fluid obeying Bernoulli's equation. Additionally, you may assume that the flow is slow enough that the velocity of the water at the top surface...
The Equation of Continuity states that the mass flow rate has the same value at every...
The Equation of Continuity states that the mass flow rate has the same value at every position along a tube that has a single entry and a single exit point for fluid flow. Basically it boils down to the idea that the fluid doesn’t magically disappear or appear. If 2.0 kg of fluid flows past a point in a tube in a time of 1.0 s, then 2.0 kg of fluid flows past another point in that tube in 1.0...
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
Problem 3- A reducing section is attached to the end ofa straight pipe of 4 inch ID (1 inch 0.0254 m). The ID of the exit of the reducing section is 2 inch. Water (incompressible) is the flowing fluid, and the pressure difference before and after t bya mercury manometer, as sho wn in the graphon the right. The section is the atmo spheric pressure zero gage. Mercury's specific gravity is 13.6, and that of the flowing water is 1.0....
[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 2 in the upper pipe a streamline 200 kPa 2.0...
Fluid Mechanics. Please answer as many as you can.
Short answer questions 1) Explain the physical meaning of the acceleration term uVu, where u is the velocity vector in a fluid. 2) Name the two equations that are required to describe the flow of an inertial jet in an incompressible, unstratified fluid. 3) What is the “Continuum Hypothesis”? 4) Describe how a viscous boundary layer adjacent to a solid surface results in transfer of momentum to/from that surface. 5) What...
Using Bernoulli's equation, the calculated pressure P0 is:
a.) 321213 dyne/cm3
b.) 135263 dyne/cm3
c.) 452647 dyne/cm3
d.) 128513 dyne/cm3
P.. = Pressure Atmospheric time= 7s h1 = 13cm hcl = 6.3 cm Diameter = 11.5cm Reservoir B height = 21 cm h.2 = 13.2 cm h.cpl = y cm h; = 13 lcm P1 = Pressure column h.cp2 = xcm Velocity(v.) Pipe Diameter = 3.6cm P2 = Pressure column Area.p1 Velocity (V2) Тар А hpl = 73.2 cm Pipe...
12) As shown in fig. an open-tube manometer containing water (p.-10 kg/m') and mercury (p-1.36x 10 kg/m). The height of water in the left column above the interface A is h' - 30 cm, while the height of mercury in the right column above B is h - 20 cm. The right column is open to the atmosphere Patm - 1.01 10 Pa. The pressure P in the container is: a) P-1.25x10 Pa a) P=0.56*10Pa b) P-4.29x109 Pa d) P-2.46x10*...
Water can be considered as a non-viscous incompressible fluid of density p. A laboratory set-up is such that water flows through a pipe, exhibiting a laminar and steady-state flow. At the top end of the pipe, the flow tube has a cross-sectional area A and point 1 (located on the central streamline) is exposed to the ambient environment. The pipe drops through a A vertical distance h7 while its area decreases to when it reaches point 2 (also on the...
solve each part separately and indicate your answer
clearly with solutions
Problem 2: Spherical Hole in an Incompressible Fluid Consider an ideal incompressible luid p . A) u infinite extent. At tine-t 0 a spherical lik-of radius a exists in the luid. Assume that initially the fluid velocity f is zero everywhere and that at very large distance froti the hole the pressure is Pi and the hal elocity remains equal to zera at large distance. Iore the elects of...
A 2L bottle is filled with water and has a 2mm diameter hole in the side 2cm from the bottom and the top is open to the atmosphere. a) What is the velocity of the water stream coming out of the hole when the water is 10cm above the hole? Treat the water as an ideal fluid obeying Bernoulli's equation. Additionally, you may assume that the flow is slow enough that the velocity of the water at the top surface...
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