A reservoir A connected to B reservoir through a pipe that is 5 km long and 230 mm in diameter. The difference in water...
A reservoir A connected to B reservoir through a pipe that is 5 km long and 230 mm in diameter. The difference in water level of the two reservoirs is 70 m. At a distance of 2 km from the feeder reservoir, water is drawn at the rate of 40 litres/s . (a) Taking the friction factor as 0.008 and neglecting all other losses, determine the rate at which water enters the B reservoir. (b) Sketch the hydraulic grade line (HGL) and energy gradient line (EGL) of the pipe
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A reservoir A connected to B reservoir through a pipe that is 5 km long and 230 mm in diameter. The difference in water...
1. Water flows from Reservoir A to Reservoir B. The pipe diameter D is 1 m...
1. Water flows from Reservoir A to Reservoir B. The pipe diameter D is 1 m and the pipe length L is 300 m. H 16 m, h 2 m and the pipe friction factor is f 0.01. In your calculations consider K- 1 at the pipe outlet in tank B and neglect the loss of the inlet in tank A a. b. c. What will be the discharge in the pipe? What will be the pressure at point P...
Water is released from a water tank through a pipe to the atmosphere. The pipe diameter...
Water is released from a water tank through a pipe to the
atmosphere. The pipe diameter is 8 mm
and the length is 6 m. Water temperature is 15 oC. The
resistance coefficient of the pipe f = 0.015
and the difference between the water surface and the pipe outlet is
3 m. Determine the exit velocity
of water and sketch the Hydraulic Grade Line (HGL) and Energy Grade
Line (EGL) along the pipe.
Assume that minor loss can be...
3. (20%) Water of 15°C temperature is pumped at a rate of 0.01 m/s through the...
3. (20%) Water of 15°C temperature is pumped at a rate of 0.01 m/s through the 800-m long and 10-cm diameter drawn tubing from the upstream reservoir at an elevation of 10 m to the downstream reservoir at an elevation of 30 m. The pump is located at an elevation of 10 m below the datum and at a distance of 350 m from the upstream reservoir as shown. (a) Find the values of the Reynolds number and the friction...
39. (a) Water flows under gravity from Reservoir A to Reservoir B first through a 900-m long pipe (pipe a) and then thr...
39. (a) Water flows under gravity from Reservoir A to Reservoir B first through a 900-m long pipe (pipe a) and then through two pipes (b and c) in parallel. The lengths, diameters and friction factors of the pipes are listed in the table. The water level in Reservoir A is always higher than that in Reservoir B by 20 m. Calculate the total discharge between the reservoirs. Neglect all minor losses. (15 marks) (b) Which of pipes b and...
1. A constriction meter in a 2-inch diameter pipeline consists of a short section of 1.2-inch...
1. A constriction meter in a 2-inch diameter pipeline consists of a short section of 1.2-inch diameter pipe (as shown below). The contraction and expansion are abrupt with 0 = 180 degrees. When the flow rate is 0.19 cfs the pressure at point 1 is 14 psi. (a) For this flow rate, calculate the level of the energy grade line (EGL) and hydraulic grade line (HGL) before the contraction (point 1), in the contraction (point 2) and after the expansion...
(b) Water flows under gravity between two reservoirs through a pipe of length 5000m. The diameter of the pipe is 0.2 m...
(b) Water flows under gravity between two reservoirs through a pipe of length 5000m. The diameter of the pipe is 0.2 m and the roughness size is 0.04 mm. The water levels in the two reservoirs are maintained with a difference of 50 m. Determine the discharge through the pipe. Neglect all minor losses. Use the attached Moody diagram for estimation of friction factor. (10 marks) (c) In (b), now include entry loss at the upper reservoir with loss coefficient...
35. (a) A reservoir A discharges water to a lower reservoir B through a 3600 m long pipe of diameter 600 mm. The flow i...
35. (a) A reservoir A discharges water to a lower reservoir B through a 3600 m long pipe of diameter 600 mm. The flow is due to gravity and the difference in surface water levels in A and B is 13 m. Reservoir A is now required to supply water also to a third reservoir C, the water surface of which is 15 m below that of A. The discharge to C is to be made from a 1200 m...
Please show full working so I can understand how to do each step. Thank you in advance! Two reservoirs with their water...
Please show full working so I can understand how to do each
step. Thank you in advance!
Two reservoirs with their water levels 15m apart are connected with two pipes in series. The pipe that leaves the upper reservoir is 200mm diameter, 200m long and has a friction factor of 0.003. This pipe then connects to a 100mm diameter pipe that is 300m long with a friction factor of 0.00146. The fittings to consider are: Sudden entrance from tank to...
Two tanks A and B are connected by a pipe 100 ft. long. The first 70...
Two tanks A and B are connected by a pipe 100 ft. long. The first 70 ft. has a diameter of 3 in. and then the pipe is suddenly reduced to 2 in. for the remaining 30 ft. The difference of levels between the tanks is constant at 30 ft. f 0.005 and the coefficient of contraction at all sudden changes of area is 0.58. Find all the head losses including that at the sharp edged pipe entry at A...
1. Assume ideal flow from reservoir A to reservoir B. The pipe from reservoir A to...
1. Assume ideal flow from reservoir A to reservoir B. The pipe from reservoir A to the turbine is a constant diameter. Sketch the HGL and EGL as accurate as possible. Indicate on the sketch where the minimum and maximum pressures are. pomp TJ TOEBE Match the correct Key term with the correct Definition Key Terms Bernoulli Equation Cavitation Continuity Equation Elevation Head Energy Grade Line Definitions Nothing changes with time, velocity is constant Most used and abused equation in...
1. Water flows from Reservoir A to Reservoir B. The pipe diameter D is 1 m and the pipe length L is 300 m. H 16 m, h 2 m and the pipe friction factor is f 0.01. In your calculations consider K- 1 at the pipe outlet in tank B and neglect the loss of the inlet in tank A a. b. c. What will be the discharge in the pipe? What will be the pressure at point P...
Water is released from a water tank through a pipe to the
atmosphere. The pipe diameter is 8 mm
and the length is 6 m. Water temperature is 15 oC. The
resistance coefficient of the pipe f = 0.015
and the difference between the water surface and the pipe outlet is
3 m. Determine the exit velocity
of water and sketch the Hydraulic Grade Line (HGL) and Energy Grade
Line (EGL) along the pipe.
Assume that minor loss can be...
3. (20%) Water of 15°C temperature is pumped at a rate of 0.01 m/s through the 800-m long and 10-cm diameter drawn tubing from the upstream reservoir at an elevation of 10 m to the downstream reservoir at an elevation of 30 m. The pump is located at an elevation of 10 m below the datum and at a distance of 350 m from the upstream reservoir as shown. (a) Find the values of the Reynolds number and the friction...
39. (a) Water flows under gravity from Reservoir A to Reservoir B first through a 900-m long pipe (pipe a) and then through two pipes (b and c) in parallel. The lengths, diameters and friction factors of the pipes are listed in the table. The water level in Reservoir A is always higher than that in Reservoir B by 20 m. Calculate the total discharge between the reservoirs. Neglect all minor losses. (15 marks) (b) Which of pipes b and...
1. A constriction meter in a 2-inch diameter pipeline consists of a short section of 1.2-inch diameter pipe (as shown below). The contraction and expansion are abrupt with 0 = 180 degrees. When the flow rate is 0.19 cfs the pressure at point 1 is 14 psi. (a) For this flow rate, calculate the level of the energy grade line (EGL) and hydraulic grade line (HGL) before the contraction (point 1), in the contraction (point 2) and after the expansion...
(b) Water flows under gravity between two reservoirs through a pipe of length 5000m. The diameter of the pipe is 0.2 m and the roughness size is 0.04 mm. The water levels in the two reservoirs are maintained with a difference of 50 m. Determine the discharge through the pipe. Neglect all minor losses. Use the attached Moody diagram for estimation of friction factor. (10 marks) (c) In (b), now include entry loss at the upper reservoir with loss coefficient...
35. (a) A reservoir A discharges water to a lower reservoir B through a 3600 m long pipe of diameter 600 mm. The flow is due to gravity and the difference in surface water levels in A and B is 13 m. Reservoir A is now required to supply water also to a third reservoir C, the water surface of which is 15 m below that of A. The discharge to C is to be made from a 1200 m...
Please show full working so I can understand how to do each
step. Thank you in advance!
Two reservoirs with their water levels 15m apart are connected with two pipes in series. The pipe that leaves the upper reservoir is 200mm diameter, 200m long and has a friction factor of 0.003. This pipe then connects to a 100mm diameter pipe that is 300m long with a friction factor of 0.00146. The fittings to consider are: Sudden entrance from tank to...
Two tanks A and B are connected by a pipe 100 ft. long. The first 70 ft. has a diameter of 3 in. and then the pipe is suddenly reduced to 2 in. for the remaining 30 ft. The difference of levels between the tanks is constant at 30 ft. f 0.005 and the coefficient of contraction at all sudden changes of area is 0.58. Find all the head losses including that at the sharp edged pipe entry at A...
1. Assume ideal flow from reservoir A to reservoir B. The pipe from reservoir A to the turbine is a constant diameter. Sketch the HGL and EGL as accurate as possible. Indicate on the sketch where the minimum and maximum pressures are. pomp TJ TOEBE Match the correct Key term with the correct Definition Key Terms Bernoulli Equation Cavitation Continuity Equation Elevation Head Energy Grade Line Definitions Nothing changes with time, velocity is constant Most used and abused equation in...
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