8. A vertical Venturi meter, 150 mm in diameter is connected to a 300-mm diameterpipe. The vertical distance from the inlet to the throat being 750-mm. If the deflection ofthe mercury in the differential manometer connected from the inlet to the throat 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.

Venturi meters generally flow measurement instruments that use a converging section of make an…

Answered: 8. A vertical Venturi meter, 150 mm in…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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8.97 In Fig. the fluid is ir (y =12 N/m'), and the manometer flud has sg. =0.827. Asuming no loses, compute the flow rate in L/s. %3D D, = 100 mnm D2 =50mm 2 80 mm
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A venturi meter of 150 x 75 mm size is fixed in a horizontal pipe carrying water. The pressure gauge at entry read 137.34 kN/m^2 (gauge). The pressure at the throat was 37.5cm of mercury (vacuum). STRICTLY SHOW THE COMPLETE FBD OF THE PROBLEM
A siphon is used to drain out a tank of water as shown.The siphon is 3" in diameter and drains out a nozzle of2"-diameter. Determine the flow velocity in the jet.(Hint: Assume a streamline of flow from the water surface, through the siphon and out the jet. Apply Bernoulli's equation on the streamline assuming point 1 at the water surface and point on the jet)
The flow rate of water through the pipe system shown in the figure is 30 lit/s under the total head loss of 10m. Assume C = 120 for all pipes. Determine the diameter of line C in mm.
A 200 mm diameter venturi horizontal meter is installed in a 500 mm diameter water main. The deflection of the mercury in the differential manometer connected from the inlet to the throat is 400 mm. Determine the discharge in cu.m/s neglecting head lost. 1 400 mm Mercury 0.316 O 0.163 O 0.613 O 0.631
7. A 150mm diameter horizontal Venturi meter is installed in a 450-mm diameter water main. The deflection of mercury in the differential manometer connected from the inlet to the throat is 375mm (a) Determine the discharge neglecting head lost. (b) Compute the discharge if the head lost from the inlet to the throat is 300mm of water, and (c) what is the meter coefficient?
200mmø 690mm 300 mm 400 mmø 金Ho0 Z Hg (13.6) A 200mm diameter venturi meter is installed in a 400mm diameter vertical main pipe as shown. If the deflection of mercury (SG = 13.6) at the manometer reads 300mm and the vertical distance between point 1 and point 2 is 690mm, determine the discharge in the system assuming a head loss of 600mm.
Connected to an 18-inch water line is a 6-inch horizontal Venturi meter, with a meter coefficient of 0.94. Theobserved average deflection on the differential manometer from the start of the converging cone to the through is15 inches of a fluid with a specific gravity of 8.0. Compute for the head loss between the inlet and the throat.
600mm water diameter 300mm 1. diameter 02 150mm Mercury (SG = 13.6) A venturi meter with diameter of 300mm is attached to a 600mm main pipe and has its axis inclined downward as shown. a) Discharge if head loss is neglected is Blank 1 cu.m./s b) Discharge if head loss is 500mm from point 1 to 2 is Blank 2 cu.m./s c) Coefficient of discharge is Blank 3 The manometer shows a deflection of 15cm of mercury (SG =13.6). If the flowing fluid is water and direction is from 1 to 2, determine the
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Venturi meter, 12 in. by 6 in., is installed in a vertical pipe line carrying water. A differential manometer containing mercury is attached to inlet and throat, the difference z in gage levels being 2.50 ft.Compute the actual discharge assuming a Venturi coefficient of 0.97.

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