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A jet of water with a diameter of 10 mm is deflected by a homogeneous rectangular...
Chapter 05, Practice Problem 5.17 Rw.. Incorrect. A 11-mm diameter jet of water is deflected by a homogeneous rectangul...
Chapter 05, Practice Problem 5.17 Rw.. Incorrect. A 11-mm diameter jet of water is deflected by a homogeneous rectangular block 17 mm by 190 mm by 80 mm that weighs 5 N as shown in the ideo and in the figure below Determine the minimum volume ov rate needed to tip the block. 17mm 1mm 80mm 40mm m3/s the tolerance ls +/-2% the
Chapter 05, Practice Problem 5.17 Rw.. Incorrect. A 11-mm diameter jet of water is deflected by a...
A 10-mm diameter jet of water is deflected by a homogenous rectangular block (15 mm by...
A 10-mm diameter jet of water is deflected by a homogenous
rectangular block (15 mm by 200 mm by 100 mm) that weighs 6 N as
shown in Figure 3. Determine the minimum volume flowrate needed to
tip the block. (w=1000
kg/m3,
w=9810 N/m3).
Chapter 05, Practice Problem 5.17 A 12-mm diameter jet of water is defilected by a homogeneous...
Chapter 05, Practice Problem 5.17 A 12-mm diameter jet of water is defilected by a homogeneous rectangular block (16 mm by 220 mm by 100 mm) that weighs S N as shown in the Video and in the figure below. Determine the minimum volume flowrate needed to tip the block 16mm 12mm 100mm 50mm
Question 6 A water jet discharges from a water tank through a 100 mm diameter pipe...
Question 6 A water jet discharges from a water tank through a 100 mm diameter pipe as shown in Figure 3. The tank is 1 m wide (into the page). The weight of the tank is considered to be negligible. Pwater 1000 kg/m3. Calculate the following: The weight of water in the tank [3 marks] (b) Mass flow rate through the pipe [3 marks) (c) The force exerted by the water jet on the wall [4 marks] Air wall 10...
a 50-mm-diameter jet of water impacts a vane at a velocity of 20 m/s as shown...
a 50-mm-diameter jet of water impacts a vane at a
velocity of 20 m/s as shown in Figure 4.78. The vane has a mass of
90 kg, and it deflects the jet through a 55° angle. The vane is
constrained to move in the direction of the incoming jet, and there
is no force opposing the motion of the vane. Determine the
acceleration of the vane when it was first released. Assume water
at 20°C
Mecánica de fluidos Problemas A...
5. A 150 mm diameter water jet moving at 12 m/s, is split so that the three-fourth of the water moves upward. The s...
5. A 150 mm diameter water jet moving at 12 m/s, is split so that the three-fourth of the water moves upward. The splitter is inclined at an angle of 65° and is moving to the right at 3 m/s. Assume ideal conditions and determine the total dynamic force exerted by jet on the splitter
5. A 150 mm diameter water jet moving at 12 m/s, is split so that the three-fourth of the water moves upward. The splitter is...
7. A jet of liquid issues from a 30 mm diameter sharp-edged orifice located in the...
7. A jet of liquid issues from a 30 mm diameter sharp-edged orifice located in the wall of a 1 m diameter cylindrical tank. The orifice is located near the bottom of the tank. (a) Show that the variation of liquid level with time (1) in the tank is given by: 2 - [h12 - 112] C. 28 | where: h = Depth of liquid above the orifice initially h2 = Depth of liquid above the orifice at the end...
Question 3 (a) Water flows through a horizontal pipeline of constant 400 mm diameter in a...
Question 3 (a) Water flows through a horizontal pipeline of constant 400 mm diameter in a water treatment plant. The pipe bends through a 70° angle. In order to design a thrust block for the bend, calculate the magnitude and line of action of the force exerted by the water on the pipe. The discharge through the pipe is 0.4 m/s. The water pressure at the inlet is equivalent to 22 m head of water. [10 marks] (b) Oil of...
Question 4 10 pts A rectangular concrete water tank for a small irrigation project in Bolivia...
Question 4 10 pts A rectangular concrete water tank for a small irrigation project in Bolivia has inside dimensions of om long by 5m wide by 2m tall. What is the magnitude of the force acting on the long wall (6m x 2m) of the tank when the tank is completely full of water? 128.7 KN 117.7 KN 136.5 kN 124.1 KN Question 5 10 pts How far below the surface of the water would the resultant force in problem...
The rectangle gate AB in Figure 1 is 1.5 m wide, is hinged at point B,...
The rectangle gate AB in Figure 1 is 1.5 m wide, is hinged at point B, and rest against a smooth wall at point A. Compute: (a) the pressure due to seawater at point A, (3 Marks) (b) the force on the gate due to seawater pressure, (5 Marks) C) the horizontal force P exerted by the wall at point A, and (7 Marks) (d) the reaction at the hinge B (5 Marks) Wall Seawater: 10,000 N/m 4.5 m А...
Chapter 05, Practice Problem 5.17 Rw.. Incorrect. A 11-mm diameter jet of water is deflected by a homogeneous rectangular block 17 mm by 190 mm by 80 mm that weighs 5 N as shown in the ideo and in the figure below Determine the minimum volume ov rate needed to tip the block. 17mm 1mm 80mm 40mm m3/s the tolerance ls +/-2% the
Chapter 05, Practice Problem 5.17 Rw.. Incorrect. A 11-mm diameter jet of water is deflected by a...
A 10-mm diameter jet of water is deflected by a homogenous
rectangular block (15 mm by 200 mm by 100 mm) that weighs 6 N as
shown in Figure 3. Determine the minimum volume flowrate needed to
tip the block. (w=1000
kg/m3,
w=9810 N/m3).
Chapter 05, Practice Problem 5.17 A 12-mm diameter jet of water is defilected by a homogeneous rectangular block (16 mm by 220 mm by 100 mm) that weighs S N as shown in the Video and in the figure below. Determine the minimum volume flowrate needed to tip the block 16mm 12mm 100mm 50mm
Question 6 A water jet discharges from a water tank through a 100 mm diameter pipe as shown in Figure 3. The tank is 1 m wide (into the page). The weight of the tank is considered to be negligible. Pwater 1000 kg/m3. Calculate the following: The weight of water in the tank [3 marks] (b) Mass flow rate through the pipe [3 marks) (c) The force exerted by the water jet on the wall [4 marks] Air wall 10...
a 50-mm-diameter jet of water impacts a vane at a
velocity of 20 m/s as shown in Figure 4.78. The vane has a mass of
90 kg, and it deflects the jet through a 55° angle. The vane is
constrained to move in the direction of the incoming jet, and there
is no force opposing the motion of the vane. Determine the
acceleration of the vane when it was first released. Assume water
at 20°C
Mecánica de fluidos Problemas A...
5. A 150 mm diameter water jet moving at 12 m/s, is split so that the three-fourth of the water moves upward. The splitter is inclined at an angle of 65° and is moving to the right at 3 m/s. Assume ideal conditions and determine the total dynamic force exerted by jet on the splitter
5. A 150 mm diameter water jet moving at 12 m/s, is split so that the three-fourth of the water moves upward. The splitter is...
7. A jet of liquid issues from a 30 mm diameter sharp-edged orifice located in the wall of a 1 m diameter cylindrical tank. The orifice is located near the bottom of the tank. (a) Show that the variation of liquid level with time (1) in the tank is given by: 2 - [h12 - 112] C. 28 | where: h = Depth of liquid above the orifice initially h2 = Depth of liquid above the orifice at the end...
Question 3 (a) Water flows through a horizontal pipeline of constant 400 mm diameter in a water treatment plant. The pipe bends through a 70° angle. In order to design a thrust block for the bend, calculate the magnitude and line of action of the force exerted by the water on the pipe. The discharge through the pipe is 0.4 m/s. The water pressure at the inlet is equivalent to 22 m head of water. [10 marks] (b) Oil of...
Question 4 10 pts A rectangular concrete water tank for a small irrigation project in Bolivia has inside dimensions of om long by 5m wide by 2m tall. What is the magnitude of the force acting on the long wall (6m x 2m) of the tank when the tank is completely full of water? 128.7 KN 117.7 KN 136.5 kN 124.1 KN Question 5 10 pts How far below the surface of the water would the resultant force in problem...
The rectangle gate AB in Figure 1 is 1.5 m wide, is hinged at point B, and rest against a smooth wall at point A. Compute: (a) the pressure due to seawater at point A, (3 Marks) (b) the force on the gate due to seawater pressure, (5 Marks) C) the horizontal force P exerted by the wall at point A, and (7 Marks) (d) the reaction at the hinge B (5 Marks) Wall Seawater: 10,000 N/m 4.5 m А...
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