![Problem 1) A jet of water is hitting an oblique stationary plate, and the flow Q is divided into two flows aQand (1-a)Q, as shown in the figure (a) what is the relation between ? and ?. Assume no friction is involved. [Hint: there is no tangential force on the plate, due to the absence of friction.] b) If e-45°, V-30m/s, m-5kg/s, determine the force exerted perpendicular to the plate by the fluid. jet Ct](http://img.homeworklib.com/questions/b8202880-f40e-11eb-8e2a-911f904b9619.png?x-oss-process=image/resize,w_560)
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Problem 1) A jet of water is hitting an oblique stationary plate, and the flow Q...
9. As shown in Figure 5.30, the jet flow of water with flow rate Q and...
9. As shown in Figure 5.30, the jet flow of water with flow
rate Q and diameter d is angle θ.
Is hitting the stationary plate of. Find the force and the
direction required to support this stationary plate. Also, find Q1,
Q2, and F when θ = 60°, d = 25 mm, and Q = 0.12 m3/s.
9. 4 ahald Q2
9. As shown in Figure 5.30, the jet flow of water with flow rate Q and...
9. As shown in Figure 5.30, the jet flow of water with flow
rate Q and diameter d is angle θ.
Is hitting the stationary plate of. Find the force and the
direction required to support this stationary plate. Also, find Q1,
Q2, and F when θ = 60°, d = 25 mm, and Q = 0.12 m3/s.
with explaination please
9 kd AL 아니 @2
A jet of water impacts a flat plane oriented at an angle as shown. The flow...
A jet of water impacts a flat plane oriented at an angle as
shown. The flow is in the horizontal xy plane. The cross-sectional
area of the jet is 1.7 in2 and the velocity is 16 ft/s. The angle θ
is 67°.
Assume negligible friction. This assumption lets you (1) use
the Bernoulli equation to determine v2 and v3, and (2) determine
the direction of the force apriori (no friction means no shear
along the surface of the plate):
(a)...
Q3-(35 P) Water with a flow rate of Q=16.33 l/s flows downwards in vertical direction leaving...
Q3-(35 P) Water with a flow rate of Q=16.33 l/s flows downwards in vertical direction leaving 2 sections. The water jet with a speed of V2=12.3 m/s from 2 sections, is placed on a plate at an angle of 30 degrees to the WWW WA MAMI horizontal, located just below the pipe.Since it is divided into two arms by multiplying with V3 speed neglecting the load losses; www a) Find the pressure in section 1. b) Eind the cross sections...
QUESTION 2A (11 marks) [Allow 13 minutes] Water flows over a stationary, smooth, flat rectangular plate with dimensions 0.4 x 0.25m as shown in the figure below. The plate has its long axis parallel...
QUESTION 2A (11 marks) [Allow 13 minutes] Water flows over a stationary, smooth, flat rectangular plate with dimensions 0.4 x 0.25m as shown in the figure below. The plate has its long axis parallel to the direction of flow 0.4 m U1 m/s 0.25 m Answer the questions below where the properties of the water are (p 1000 kg/m, v 106 m2/s): a) Determine the nature of the boundary layer over the plate if the approach velocity of the water,...
Part 1 s the loss between sections (1) and (21. and Water flows steadily down the...
Part 1 s the loss between sections (1) and (21. and Water flows steadily down the inclined pipe as indicated in the figure below. Determine the following a the difference in pressure i e) the net axial force orted by the pipe wall on the flowing water between sections (1) and 121 Assume 5 in 8 = 32" Concept Pressure changes for a flow in a p re dependent on the flow velocities elevat on the transfer of mechanical work...
CENTRE INDEX NUMBER SECTION B 30 marks] Calculate the discharge through a pipe of diameter 200...
CENTRE INDEX NUMBER SECTION B 30 marks] Calculate the discharge through a pipe of diameter 200 mm when the difference of pressure head between the ends of the pipe 500 m apart is 4 m of water. Take the value off= 0.009 in the formula hl= a) 19.5e/s b)2.0es e)03 m's d) 29.3 e/s 2. A scale 1:50 scale model of ship is towed through sea water at a speed of 1 ms. A force of 2 N is required...
9. As shown in Figure 5.30, the jet flow of water with flow
rate Q and diameter d is angle θ.
Is hitting the stationary plate of. Find the force and the
direction required to support this stationary plate. Also, find Q1,
Q2, and F when θ = 60°, d = 25 mm, and Q = 0.12 m3/s.
9. 4 ahald Q2
9. As shown in Figure 5.30, the jet flow of water with flow
rate Q and diameter d is angle θ.
Is hitting the stationary plate of. Find the force and the
direction required to support this stationary plate. Also, find Q1,
Q2, and F when θ = 60°, d = 25 mm, and Q = 0.12 m3/s.
with explaination please
9 kd AL 아니 @2
A jet of water impacts a flat plane oriented at an angle as
shown. The flow is in the horizontal xy plane. The cross-sectional
area of the jet is 1.7 in2 and the velocity is 16 ft/s. The angle θ
is 67°.
Assume negligible friction. This assumption lets you (1) use
the Bernoulli equation to determine v2 and v3, and (2) determine
the direction of the force apriori (no friction means no shear
along the surface of the plate):
(a)...
Q3-(35 P) Water with a flow rate of Q=16.33 l/s flows downwards in vertical direction leaving 2 sections. The water jet with a speed of V2=12.3 m/s from 2 sections, is placed on a plate at an angle of 30 degrees to the WWW WA MAMI horizontal, located just below the pipe.Since it is divided into two arms by multiplying with V3 speed neglecting the load losses; www a) Find the pressure in section 1. b) Eind the cross sections...
QUESTION 2A (11 marks) [Allow 13 minutes] Water flows over a stationary, smooth, flat rectangular plate with dimensions 0.4 x 0.25m as shown in the figure below. The plate has its long axis parallel to the direction of flow 0.4 m U1 m/s 0.25 m Answer the questions below where the properties of the water are (p 1000 kg/m, v 106 m2/s): a) Determine the nature of the boundary layer over the plate if the approach velocity of the water,...
Part 1 s the loss between sections (1) and (21. and Water flows steadily down the inclined pipe as indicated in the figure below. Determine the following a the difference in pressure i e) the net axial force orted by the pipe wall on the flowing water between sections (1) and 121 Assume 5 in 8 = 32" Concept Pressure changes for a flow in a p re dependent on the flow velocities elevat on the transfer of mechanical work...
CENTRE INDEX NUMBER SECTION B 30 marks] Calculate the discharge through a pipe of diameter 200 mm when the difference of pressure head between the ends of the pipe 500 m apart is 4 m of water. Take the value off= 0.009 in the formula hl= a) 19.5e/s b)2.0es e)03 m's d) 29.3 e/s 2. A scale 1:50 scale model of ship is towed through sea water at a speed of 1 ms. A force of 2 N is required...
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