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The pipe in below figure is 50 centimeter in diameter and carries water at a rate...
The required water flow rate in the 6 cm diameter 30-meter long circular pipe in the...
The required water flow rate in the 6 cm diameter 30-meter long circular pipe in the diagram below is 12 liters per second. The water temperature is 4 °C and the flow discharges into the atmosphere at a pressure of PB = 100 kPa. The flow is fully developed turbulent flow and there is no elevation change. The surface of the wall has become degraded due to pitting and deposits such that there is a surface roughness with a height...
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...
Chapters Six & Seven Problems: 6.11 The venture meter shown in Figure 6.4 carries oil (sg-0.85)....
Chapters Six & Seven Problems: 6.11 The venture meter shown in Figure 6.4 carries oil (sg-0.85). The specific gravity of the gage fluid in the manometer is 1.5. Calculate the volume flow rate of oil in m'/s. 7.1 The pump in Figure 7.1 provides head of 59.5 ft, and power of 13.5 hp to deliver water from the lower to the upper reservoir. Calculate; a. Volume flow rate in the suction and discharge pipe. b. Velocity of flow in suction...
Water is being pumped from reservoir A to reservoir F through a 30-m long PVC pipe...
Water is being pumped from reservoir A to reservoir F through a 30-m long PVC pipe (e 0) of diameter 0.150 m. There is an open gate valve located at C; 90 bends (threaded) located at B. D and E; and a pump shown with the letter P. The pump is required to deliver 0.25 m'/s of water to reservoir F from A. NOTE: p. 1000 kg/m. y=9.80 kN/m, v= 1.12 x 10 m/s L-30-m to' -0.25m %2 10 m...
Oilspecific gravity 0.85 and dynamic viscosity 1.52 x 103 Pa.s to flow in a 550 mm diameter uPVC ...
help me to answer question 9,11,13 please
Oilspecific gravity 0.85 and dynamic viscosity 1.52 x 103 Pa.s to flow in a 550 mm diameter uPVC pipe. The allowable friction head loss is imited to 15 m and length of pipe is 100 m. al using Darcu-Weisbach formula, determine the flow velocity, the friction factor and the flow rate. using Hazen-Wiiams formula, determine the velocity and the flow rate. MoN 10 Water must flow in a straight 450 mm diameter galvanized...
1) In the figure below, assume the pipe diameter is 4-inches, (f = 0.035), Distance from...
1) In the figure below, assume the pipe diameter is 4-inches,
(f = 0.035), Distance from BC is 18-feet, distance DE is
187-feet and ∆ z = 69-feet. The elevation of C is
14-feet above the lower water surface. If the pressure
head @ C is to be no less than (–) 20 feet, what is the maximum
flow rate that can be pumped? (Flow rate in GPM)
2) If the pump from the previous problem has 63%
efficiency, what horsepower must be...
L 2. Steady statemass balance: Water is flowing at steady state in a 0.1 meter-diameter pipe...
L 2. Steady statemass balance: Water is flowing at steady state in a 0.1 meter-diameter pipe with a maximum velocity (turbulent profile) of 0.3 meters/sec. The pipe then goes through an expansion, to where it is then flowing in a 0.5 meter-diameter pipe, and the flow regime has changed from turbulent to laminar. In the second section of pipe, calculate the velocity as (a) block flow profile (Vavg), and (b) maximum velocity in laminar flow profile? HINT: you will need...
Question D.1 A2 Not sure Water flows between two tanks connected by a 100 m long pipe as shown in figure D1-1 below The tanks have a free surface height difference of 15 m and are both open to a...
Question D.1 A2 Not sure Water flows between two tanks connected by a 100 m long pipe as shown in figure D1-1 below The tanks have a free surface height difference of 15 m and are both open to atmosphere. The first 30 m of pipe from the upper tank (section 1) has an internal diameter of 50 mm and a friction factor of 0.006, whilist the remaining 70m of pipe (section 2) has an internal diameter mm and a...
(100 points) Water at 25°C is pumped at a rate of 0.075m'/s from a reservoir 20m above a pump to a free di...
(100 points) Water at 25°C is pumped at a rate of 0.075m'/s from a reservoir 20m above a pump to a free discharge (this means discharged to atmosphere) 35m above the pump. The pressure on the intake side of the pump is 150kPa and the pressure on the discharge side of the pump is 450kPa. The pipe between the reservoir and the pump is 3 meters of 5in diameter cast iron. From the pump to the discharge the pipe is...
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...
Chapters Six & Seven Problems: 6.11 The venture meter shown in Figure 6.4 carries oil (sg-0.85). The specific gravity of the gage fluid in the manometer is 1.5. Calculate the volume flow rate of oil in m'/s. 7.1 The pump in Figure 7.1 provides head of 59.5 ft, and power of 13.5 hp to deliver water from the lower to the upper reservoir. Calculate; a. Volume flow rate in the suction and discharge pipe. b. Velocity of flow in suction...
Water is being pumped from reservoir A to reservoir F through a 30-m long PVC pipe (e 0) of diameter 0.150 m. There is an open gate valve located at C; 90 bends (threaded) located at B. D and E; and a pump shown with the letter P. The pump is required to deliver 0.25 m'/s of water to reservoir F from A. NOTE: p. 1000 kg/m. y=9.80 kN/m, v= 1.12 x 10 m/s L-30-m to' -0.25m %2 10 m...
help me to answer question 9,11,13 please
Oilspecific gravity 0.85 and dynamic viscosity 1.52 x 103 Pa.s to flow in a 550 mm diameter uPVC pipe. The allowable friction head loss is imited to 15 m and length of pipe is 100 m. al using Darcu-Weisbach formula, determine the flow velocity, the friction factor and the flow rate. using Hazen-Wiiams formula, determine the velocity and the flow rate. MoN 10 Water must flow in a straight 450 mm diameter galvanized...
1) In the figure below, assume the pipe diameter is 4-inches,
(f = 0.035), Distance from BC is 18-feet, distance DE is
187-feet and ∆ z = 69-feet. The elevation of C is
14-feet above the lower water surface. If the pressure
head @ C is to be no less than (–) 20 feet, what is the maximum
flow rate that can be pumped? (Flow rate in GPM)
2) If the pump from the previous problem has 63%
efficiency, what horsepower must be...
L 2. Steady statemass balance: Water is flowing at steady state in a 0.1 meter-diameter pipe with a maximum velocity (turbulent profile) of 0.3 meters/sec. The pipe then goes through an expansion, to where it is then flowing in a 0.5 meter-diameter pipe, and the flow regime has changed from turbulent to laminar. In the second section of pipe, calculate the velocity as (a) block flow profile (Vavg), and (b) maximum velocity in laminar flow profile? HINT: you will need...
Question D.1 A2 Not sure Water flows between two tanks connected by a 100 m long pipe as shown in figure D1-1 below The tanks have a free surface height difference of 15 m and are both open to atmosphere. The first 30 m of pipe from the upper tank (section 1) has an internal diameter of 50 mm and a friction factor of 0.006, whilist the remaining 70m of pipe (section 2) has an internal diameter mm and a...
(100 points) Water at 25°C is pumped at a rate of 0.075m'/s from a reservoir 20m above a pump to a free discharge (this means discharged to atmosphere) 35m above the pump. The pressure on the intake side of the pump is 150kPa and the pressure on the discharge side of the pump is 450kPa. The pipe between the reservoir and the pump is 3 meters of 5in diameter cast iron. From the pump to the discharge the pipe is...
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