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6 The venture meter shown in Figure below carries oil (sg 0.90). The specific gravity of...
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...
Venturi meter provided in a vertical pipeline carries oil of specific gravity 0.88 as shown in...
Venturi meter provided in a vertical pipeline carries oil of specific gravity 0.88 as shown in the Figure below. The diameter at the entrance and throat are 30 cm and 15 cm, respectively. A U-tube manometer filled with mercury of density 13600kg/m3 is connected to the entrance and throat of the meter . The height difference between the throat and entrance is 30cm. if the actual flow rate is 80 L/s and the coefficient of discharge of the meter is...
Kerosene with a specific gravity of 0.823 is flowing downward through the venturi meter shown in...
Kerosene with a specific gravity of 0.823 is flowing downward through the venturi meter shown in Figure 4 a) 100 mm inside diameter 50 mm inside diameter Mercury (SG 13.6) Figure 4: Venturi meter ) By using the Bemoulli and the continuity equations, show that the manometer deflection, h, in the Figure 4 is given by 15吸 31.05g (8 Marks) manometer deflection h is 700 mm, compute the volume flow rate of the
A vertical venturi-meter is connected to a vertical pipe which carries water as shown in the...
A vertical venturi-meter is connected to a vertical pipe which carries water as shown in the figure. the diameters at the entrance and throat are 150 mm and 75 mm, respectively. The the mercury (specific gravity +13.6). U-tube mercury manometer connected to the entrance and throat of the meter . the height difference between the throat and entrance is 150mm.If the actual rate is 40 liters/s and the coefficient of discharge is 0.96, calculate (a) the pressure difference between entrance and...
4 A U-Tube manometer is connected to a closed tank, shown below, containing oil a density...
4 A U-Tube manometer is connected to a closed tank, shown below, containing oil a density of 800 kg/m², the pressure of the air above the oil being 6000 Pa, if the pressure at point A is 20 kPa and the manometer fluid has a relative density of 5, Assume x=0.6m. determine the following i. The depth of oil, Z ii. The differential reading, Z2 on the manometer. (5marks) Z2 Z A OIL 5 Explain about the steady and unsteady...
Show your work [14 Marks] 23. Oil has a Specific gravity 0.75 is flowing through a siphon as shown in the diagram calculate the following: a) The velocity of the oil at exit (using Bernoulli'...
Show your work [14 Marks] 23. Oil has a Specific gravity 0.75 is flowing through a siphon as shown in the diagram calculate the following: a) The velocity of the oil at exit (using Bernoulli's) b) The volumetric flow rate of oil from the tank c The flow velocity in the 60 mm diameter section of the pipe d) The pressure at point B 3.0 m se-0.75 60 mm Diameter 100m 30 mm Diameter
Show your work [14 Marks] 23....
Question Al A pipeline carrying heavy oil with a specific gravity of SGo-0.8 and a tank containin...
Question Al A pipeline carrying heavy oil with a specific gravity of SGo-0.8 and a tank containing slightly compressed air are connected through a manometer filled with mercury, SGM 13.6 and a reservoir as shown in Fig. 1. The ratio of reservoir diameter D to pipe diameter d is D/d-2 Air ho Dill Mercury Figure 1: Manometer connecting pipeline and air tank. Drawing not to scale. The oil-mercury interface is at height ho-50cm below the centre of the pipeline, the...
fluid Q1: A venture meter is fitted in a pipe of 30 cm diameter inclined at...
fluid
Q1: A venture meter is fitted in a pipe of 30 cm diameter inclined at 40° to the horizontal to measure the flow rate of petrol having a specific gravity of 0.8. The ratio of areas of main pipe and throat is 5 and the throat is at 1 m from the inlet along its length. The difference in manometer head is 40 mm of mercury. Assuming the coefficient of discharge as 0.96. Calculate the discharge through the venture...
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...
Q1. A fluid of specific gravity 0.90 flows at a Reynolds number of 1500 in a...
Q1. A fluid of specific gravity 0.90 flows at a Reynolds number of 1500 in a pipeline with diameter 0.3 m. The velocity at 100 mm from the wall is 3 m/s. Calculate the flowrate and the velocity gradient at the wall. Q2. Water flows through a pipe AB of diameter d = 50 mm, which is in series with a pipe BC of diameter d2 = 75 mm in which the mean velocity V2 = 2 m/sec. Q1 =...
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...
Kerosene with a specific gravity of 0.823 is flowing downward through the venturi meter shown in Figure 4 a) 100 mm inside diameter 50 mm inside diameter Mercury (SG 13.6) Figure 4: Venturi meter ) By using the Bemoulli and the continuity equations, show that the manometer deflection, h, in the Figure 4 is given by 15吸 31.05g (8 Marks) manometer deflection h is 700 mm, compute the volume flow rate of the
4 A U-Tube manometer is connected to a closed tank, shown below, containing oil a density of 800 kg/m², the pressure of the air above the oil being 6000 Pa, if the pressure at point A is 20 kPa and the manometer fluid has a relative density of 5, Assume x=0.6m. determine the following i. The depth of oil, Z ii. The differential reading, Z2 on the manometer. (5marks) Z2 Z A OIL 5 Explain about the steady and unsteady...
Show your work [14 Marks] 23. Oil has a Specific gravity 0.75 is flowing through a siphon as shown in the diagram calculate the following: a) The velocity of the oil at exit (using Bernoulli's) b) The volumetric flow rate of oil from the tank c The flow velocity in the 60 mm diameter section of the pipe d) The pressure at point B 3.0 m se-0.75 60 mm Diameter 100m 30 mm Diameter
Show your work [14 Marks] 23....
Question Al A pipeline carrying heavy oil with a specific gravity of SGo-0.8 and a tank containing slightly compressed air are connected through a manometer filled with mercury, SGM 13.6 and a reservoir as shown in Fig. 1. The ratio of reservoir diameter D to pipe diameter d is D/d-2 Air ho Dill Mercury Figure 1: Manometer connecting pipeline and air tank. Drawing not to scale. The oil-mercury interface is at height ho-50cm below the centre of the pipeline, the...
fluid
Q1: A venture meter is fitted in a pipe of 30 cm diameter inclined at 40° to the horizontal to measure the flow rate of petrol having a specific gravity of 0.8. The ratio of areas of main pipe and throat is 5 and the throat is at 1 m from the inlet along its length. The difference in manometer head is 40 mm of mercury. Assuming the coefficient of discharge as 0.96. Calculate the discharge through the venture...
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...
Q1. A fluid of specific gravity 0.90 flows at a Reynolds number of 1500 in a pipeline with diameter 0.3 m. The velocity at 100 mm from the wall is 3 m/s. Calculate the flowrate and the velocity gradient at the wall. Q2. Water flows through a pipe AB of diameter d = 50 mm, which is in series with a pipe BC of diameter d2 = 75 mm in which the mean velocity V2 = 2 m/sec. Q1 =...
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