

Kerosene with a specific gravity of 0.823 is flowing downward through the venturi meter shown in...
A venturi meter with a diameter of 30 cm at the entrance and 15
cm at the throat, is connected to a vertical pipe of diameter 30cm
carrying oil of specific gravity 0.9. The difference in elevation
of the throat section and the entrance of the venturi meter is 30
cm. The mercury manometer shows a gauge deflection of x =
1000mm.
Determine
1) the discharge of oil; and
2) the pressure difference between the entrance section and
throat section....
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...
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...
VENTURI METER Problem 6 - 44 A vertical Venturi meter, 150 nm in diameter is connected to a 300-mm diameter pipe. The vertical distance from the inlet to the throat being 750 nm. If the deflection of mercury in the differential manometer connected from the inlet to the throat is 360 mm, determine the flow of water through the meter if the meter coefficient is 0.68. Determine also the head lost from the inlet to the throat 750 mm 360...
(c) A venturi meter is mounted in a pipeline of diameter 150 mm, which is inclined at 30° from the horizontal. Water is flowing upwards through the pipeline. The throat diameter of the venturi meter is 90 mm. One static pressure tapping is located at the throat and another 0.3 m upstream in the pipeline. The pressure difference measured between the two tappings is 200 mm of mercury. The coefficient of discharge for the meter is 0.97. Determine the actual...
A vertical Venturi meter equipped with a differential U-tube manometer as shown in Figure , is used to measure the flow rate of liquid propane at 10°C (p = 514.7 kg/m3) flowing through a 'd1' mm diameter vertical pipe. For a discharge coefficient of 'cd', determine the actual volume flow rate of propane through the pipe with the given data. Pipe dia., d1 = Throat dia., d2 = Vertical dist., Y1 = Vertical dist., Y2 = Disch. Coeff., Cd =...
An organic with a specific gravity of 0.80 at 40°C (μ= 5 cP) is flowing through 4-in, schedule-40 pipe. There is a 1 in circular, square-edged orifice in the pipe with a manometer containing a mercury (SG = 13.6) connected across the orifice. The difference in fluid levels in the manometer is 4 in. Determine the mass flowrate in the pipe (lb/sec).
6 The venture meter shown in Figure below carries oil (sg 0.90). The specific gravity of the gage fluid in the manometer is 1.40. a. Find the pressure difference between points A and B h. Find the velocity at pointA c. Calculate the volume flow rate of oil. 8 Marks [8 Marks 17 Marks] 75-mm How A. 200- nside 0.50 m
Ans. 6.29 ft3/s
(B)
5./ A venturi meter with a diameter of 6 in at the oat is installed in an 18 in water main. A differential manometer gauge is partly filled with mercury (the re- mainder of the tube is filled with water) and connected to the meter at the throat and inlet. The mercury col- umn stands 15 in higher in one leg than in the other. Neglecting friction, what is the flow through the meter? The specific...
..Liquid water at 20°C flows through an inclined Venturi meter at a flow rate of 0,12 m²/s. The inside Assume no head loss from point 1 to point 2. A mercury manometer is used to measure the pressure ipe diameter is reduced from 32 cm at point I to 16 cm at point 2. Point 1 is 28 cm lower than point 2. difference, as shown in the sketch. (a) Calculate the Reynolds number of the flow in the pipe...