A 10-cm-diameter, square-edged orice plate is used to meter the steady ow of 16C water through...
A 10-cm-diameter, square-edged orice plate is used to meter the steady ow of 16C water through an 20-cm pipe.Flange taps are used and thepressure drop measured is50 cmHg. Determine the pipe ow rate. The specic gravity of mercury is 13.5.and explain trial and error method
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A 10-cm-diameter, square-edged orice plate is used to meter the
steady ow of 16C water through...
Water flows through a Venturi meter with a pipe diameter of 10.0 cm and a constriction...
Water flows through a Venturi meter with a pipe diameter of 10.0 cm and a constriction diameter of 5.6 cm. The U-tube manometer is partially filled with mercury. Find the flow rate of the water in the pipe of 10.0 cm diameter if the difference in the mercury level in the U-tube is 3.0 cm. Answer in L/s
thermaldynamics and fluid mechanics Question 4 An orifice plate flow meter, as shown in figure Q4,...
thermaldynamics and fluid mechanics
Question 4 An orifice plate flow meter, as shown in figure Q4, is situated in a horizontal pipe of 95 cm diameter (d) in which water flows. The pressure difference between the vena contracta and flow upstream at point 1 is measured using a differential manometer. The diameter of the sharp-edged orifice (d.) is 35 cm. The coefficient of discharge for the flow meter is 0.7, and the coefficient of contraction is 0.62. Assume the density...
10. Water flows through 5 meter lonq section of concrete pipe with a diameter of 10.5...
10. Water flows through 5 meter lonq section of concrete pipe with a diameter of 10.5 cm at a velocity of 6.4 m/s. The friction factor, based on the Reynolds number and surface roughness is 0.035. The density of water is 1000 kg/mA3. What is the pressure drop along the 5 meter long section of pipe? Round your answer to the nearest tenth of a kPa-
9. (10 points) An orifice meter with a 1.0 inch diameter opening is used to measure...
9. (10 points) An orifice meter with a 1.0 inch diameter opening is used to measure the flow rate of water through a horizontal 3 inch diameter pipe. A mercury manometer is used to measure the pressure difference across the orifice. If the differential height of the manometer is 30 inches, determine the volumetric flowrate (gal/min) of water through the pipe. You may assume the discharge coefficient is 0.6.
9. (10 points) An orifice meter with a 1.5 inch diameter opening is used to measure...
9. (10 points) An orifice meter with a 1.5 inch diameter opening is used to measure the flow rate of water through a horizontal 3 inch diameter pipe. A mercury manometer is used to measure the pressure difference across the orifice. If the differential height of the manometer is 15 inches, determine the volumetric flowrate (gal/min) of water through the pipe. You may assume the discharge coefficient is 0.6.
A Venturi meter equipped with a differential pressure gage is used to measure the flow rate...
A Venturi meter equipped with a differential pressure gage is used to measure the flow rate of water at 15°C (p = 999.1 kg/m”) through a 5-cm- diameter horizontal pipe. The diameter of the Venturi neck is 3 cm, and the measured pressure drop is 5.1 kPa. Taking the discharge coefficient to be 0.98, determine the volume flow rate of water and the average velocity through the pipe. 5 cm 3 cm Differential pressure gage Is The volume flow rate...
3. (10 points) A laminar flow meter, as shown in Figure, is used to measure the...
3. (10 points) A laminar flow meter, as shown in Figure, is used to measure the steady flow rate of 15.6 °C water through an 0.824-inch pipe. One hundred and twenty (120) tubes with an inner diameter of 0.013" and a length of 2.756" are used as the laminar tubes. The measured pressure drop, Pi-P2, is equal to 4800 pa. Determine the water flow rate. Number of holes n = 120 IOI 그다 i 11 11 1111 Single hole diameter...
A flow nozzle equipped with a differential pressure gage is used to measure the flow rate of water at 10°C (p 9997 kg/m3 and p 1.307 x 10-3 kg/m s) through a 3-cm-diameter horizontal pipe. The nozzle...
A flow nozzle equipped with a differential pressure gage is used to measure the flow rate of water at 10°C (p 9997 kg/m3 and p 1.307 x 10-3 kg/m s) through a 3-cm-diameter horizontal pipe. The nozzle exit diameter is 1.5 cm, and the measured pressure drop is 3.3 kPa. Determine the volume flow rate of water, the average velocity through the pipe, and the head loss 1.5 cm Differential pressure gage -3 m3(s m/s The volume flow rate of...
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...
A 3-m-diameter tank is initially filled with water 2 m above the center of a sharp-edged 10-cm-diameter orifice. The tank water surface is open to the atmosphere, and the orifice drains to the at...
A 3-m-diameter tank is initially filled with water 2 m above the center of a sharp-edged 10-cm-diameter orifice. The tank water surface is open to the atmosphere, and the orifice drains to the atmosphere through a 100-m-long pipe. The friction coefficient of the pipe is taken to be 0.015 and the effect of the kinetic energy correction factor can be neglected. In order to drain the tank faster, a pump is installed near the tank exit. Water tank Pump Required...
thermaldynamics and fluid mechanics
Question 4 An orifice plate flow meter, as shown in figure Q4, is situated in a horizontal pipe of 95 cm diameter (d) in which water flows. The pressure difference between the vena contracta and flow upstream at point 1 is measured using a differential manometer. The diameter of the sharp-edged orifice (d.) is 35 cm. The coefficient of discharge for the flow meter is 0.7, and the coefficient of contraction is 0.62. Assume the density...
10. Water flows through 5 meter lonq section of concrete pipe with a diameter of 10.5 cm at a velocity of 6.4 m/s. The friction factor, based on the Reynolds number and surface roughness is 0.035. The density of water is 1000 kg/mA3. What is the pressure drop along the 5 meter long section of pipe? Round your answer to the nearest tenth of a kPa-
9. (10 points) An orifice meter with a 1.5 inch diameter opening is used to measure the flow rate of water through a horizontal 3 inch diameter pipe. A mercury manometer is used to measure the pressure difference across the orifice. If the differential height of the manometer is 15 inches, determine the volumetric flowrate (gal/min) of water through the pipe. You may assume the discharge coefficient is 0.6.
A Venturi meter equipped with a differential pressure gage is used to measure the flow rate of water at 15°C (p = 999.1 kg/m”) through a 5-cm- diameter horizontal pipe. The diameter of the Venturi neck is 3 cm, and the measured pressure drop is 5.1 kPa. Taking the discharge coefficient to be 0.98, determine the volume flow rate of water and the average velocity through the pipe. 5 cm 3 cm Differential pressure gage Is The volume flow rate...
3. (10 points) A laminar flow meter, as shown in Figure, is used to measure the steady flow rate of 15.6 °C water through an 0.824-inch pipe. One hundred and twenty (120) tubes with an inner diameter of 0.013" and a length of 2.756" are used as the laminar tubes. The measured pressure drop, Pi-P2, is equal to 4800 pa. Determine the water flow rate. Number of holes n = 120 IOI 그다 i 11 11 1111 Single hole diameter...
A flow nozzle equipped with a differential pressure gage is used to measure the flow rate of water at 10°C (p 9997 kg/m3 and p 1.307 x 10-3 kg/m s) through a 3-cm-diameter horizontal pipe. The nozzle exit diameter is 1.5 cm, and the measured pressure drop is 3.3 kPa. Determine the volume flow rate of water, the average velocity through the pipe, and the head loss 1.5 cm Differential pressure gage -3 m3(s m/s The volume flow rate of...
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...
A 3-m-diameter tank is initially filled with water 2 m above the center of a sharp-edged 10-cm-diameter orifice. The tank water surface is open to the atmosphere, and the orifice drains to the atmosphere through a 100-m-long pipe. The friction coefficient of the pipe is taken to be 0.015 and the effect of the kinetic energy correction factor can be neglected. In order to drain the tank faster, a pump is installed near the tank exit. Water tank Pump Required...
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