Water is conveyed through a rough concrete pipe with diameter of 0.75 m and absolute porosity...
Water is conveyed through a rough concrete pipe with diameter of 0.75 m and absolute porosity of 3 mm that connects two ponds. Determine the flow rate if the elevation difference between the two ponds is 10 m and the pipe length is 1,000 m. Neglect minor losses.
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Water is conveyed through a rough concrete pipe with diameter of
0.75 m and absolute porosity...
4. An old, rough-surfaced, 2-m-diameter concrete pipe with a Manning coefficient of 0.025 carries water at...
4. An old, rough-surfaced, 2-m-diameter concrete pipe with a Manning coefficient of 0.025 carries water at a rate of 5.0 m'/s when it is half ful. This pipe is to be replaced by a new smooth pipe with a Manning coefficient of 0.012. Determine the diameter of the new pipe if it also is to flow half full with a flow rate of 5.0 m'/s Water initially flowing in the horizontal section of pipe of diameter 12.00 cm shown in...
(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...
A 600mm diameter horizontal pipe of length 2km branches into two pipes of 300mm and 450mm...
A 600mm diameter horizontal pipe of length 2km branches into two pipes of 300mm and 450mm diameter, each 1.6km long (Fig. Q5). The 600mm pipe is at an elevation of 30m and connects reservoir A with water level 50m. The two branched pipes connects reservoir B with water level 100m. A pump is installed in the 600mm pipe and causes the flow from A to B. Calculate the required power of the pump to maintain a flow rate of Im®/s...
mn=3.14 Water at T = 30°C flows through the 400-mm-diameter concrete pipe from the reservoir at...
mn=3.14
Water at T = 30°C flows through the 400-mm-diameter concrete pipe from the reservoir at A to the one at B. Determine the flow. The length of the concrete pipe is 100 m. The roughness of the concrete pipe is e=0.8 mm. A mn +15 m B
24.) (2) point Water at T = 30°C flows through the 400-mm-diameter concrete pipe from the...
24.) (2) point Water at T = 30°C flows through the 400-mm-diameter concrete pipe from the reservoir at A to the one at B. Determine the flow. The length of the concrete pipe is 100 m. The roughness of the concrete pipe is e = 0.8 mm. А +15 m B
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...
a) Oil fows through a cast iron pipe of 250 mm diameter such that the loss...
a) Oil fows through a cast iron pipe of 250 mm diameter such that the loss of head over and the average surface roughness of iron 0.25 mm. Determine the flow rate of oil through the pipe 220 006 Smoodh pige 0.008 9 2357 2357 23579 23579 23579 toe 10 10 b) Determine the nput power to an electric motor (-90%) supplying a pump h" 90%) deiven g anks wh diference in elevati o the pipeline length is 100m long...
Problem1 It is known that for a laminar flow through a round pipe φ(D)-32 VD, where "I" and "D" are length and diameter of the pipe, respectively. Consider a fully developed, lami...
Problem1 It is known that for a laminar flow through a round pipe φ(D)-32 VD, where "I" and "D" are length and diameter of the pipe, respectively. Consider a fully developed, laminar flow Q- through two horizontal smooth pipes of equal length. The pressure drop for the first pipe is 1.44 times greater than is for the second pipe. If the diameter of the first pipe is D, determine the diameter of the second pipe. Neglect the minor losses.
Problem1...
2. For the following pipe system find the discharge in each pipe if the difference in...
2. For the following pipe system find the discharge in each pipe if the difference in water surface elevation Az between the two tanks A and B is 40 m. Neglect minor losses. Pi friction 0.012 0.025 0.015 0.02 Length (m) 200 400 150 300 Diameter (cm 30 15 25 20 4 4
Q3 (40 pts): Water is pumped through a 60-m-long, 0.3-m-diameter pipe from a lower reservoir to...
Q3 (40 pts): Water is pumped through a 60-m-long, 0.3-m-diameter pipe from a lower reservoir to a higher reservoir, which has a water surface 10 m above the lower one. When the pump adds 40 kW to the water the flowrate is 0.20 m/s. Assume the following coefficients of minor losses: • Entrance: Kentrance = 0.5 Exit: Kexit = 1 Each elbow: Kelbow = 1.5 • Valve: K= 6 Part A (20 pts) Determine the pipe roughness ε. Part B...
4. An old, rough-surfaced, 2-m-diameter concrete pipe with a Manning coefficient of 0.025 carries water at a rate of 5.0 m'/s when it is half ful. This pipe is to be replaced by a new smooth pipe with a Manning coefficient of 0.012. Determine the diameter of the new pipe if it also is to flow half full with a flow rate of 5.0 m'/s Water initially flowing in the horizontal section of pipe of diameter 12.00 cm shown in...
(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...
A 600mm diameter horizontal pipe of length 2km branches into two pipes of 300mm and 450mm diameter, each 1.6km long (Fig. Q5). The 600mm pipe is at an elevation of 30m and connects reservoir A with water level 50m. The two branched pipes connects reservoir B with water level 100m. A pump is installed in the 600mm pipe and causes the flow from A to B. Calculate the required power of the pump to maintain a flow rate of Im®/s...
mn=3.14
Water at T = 30°C flows through the 400-mm-diameter concrete pipe from the reservoir at A to the one at B. Determine the flow. The length of the concrete pipe is 100 m. The roughness of the concrete pipe is e=0.8 mm. A mn +15 m B
24.) (2) point Water at T = 30°C flows through the 400-mm-diameter concrete pipe from the reservoir at A to the one at B. Determine the flow. The length of the concrete pipe is 100 m. The roughness of the concrete pipe is e = 0.8 mm. А +15 m B
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...
a) Oil fows through a cast iron pipe of 250 mm diameter such that the loss of head over and the average surface roughness of iron 0.25 mm. Determine the flow rate of oil through the pipe 220 006 Smoodh pige 0.008 9 2357 2357 23579 23579 23579 toe 10 10 b) Determine the nput power to an electric motor (-90%) supplying a pump h" 90%) deiven g anks wh diference in elevati o the pipeline length is 100m long...
Problem1 It is known that for a laminar flow through a round pipe φ(D)-32 VD, where "I" and "D" are length and diameter of the pipe, respectively. Consider a fully developed, laminar flow Q- through two horizontal smooth pipes of equal length. The pressure drop for the first pipe is 1.44 times greater than is for the second pipe. If the diameter of the first pipe is D, determine the diameter of the second pipe. Neglect the minor losses.
Problem1...
2. For the following pipe system find the discharge in each pipe if the difference in water surface elevation Az between the two tanks A and B is 40 m. Neglect minor losses. Pi friction 0.012 0.025 0.015 0.02 Length (m) 200 400 150 300 Diameter (cm 30 15 25 20 4 4
Q3 (40 pts): Water is pumped through a 60-m-long, 0.3-m-diameter pipe from a lower reservoir to a higher reservoir, which has a water surface 10 m above the lower one. When the pump adds 40 kW to the water the flowrate is 0.20 m/s. Assume the following coefficients of minor losses: • Entrance: Kentrance = 0.5 Exit: Kexit = 1 Each elbow: Kelbow = 1.5 • Valve: K= 6 Part A (20 pts) Determine the pipe roughness ε. Part B...
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