2. For a vertical venturi meter shown in the Fig. below the deflection of the mercury in thedifferential gage is 360mm. Determine the flow of water through the meter if no energyis lost between point 1 and point 2.Fig.water150mmø760mm600mme360mmmercury(sg =13.6)

Answered: Image /qna-images/answer/468bc368-5fe2-4efd-aaa5-45887d6ee856.jpg

Answered: 2. For a vertical venturi meter shown…

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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225 mm P1=8 P2=10 MJ=15 q1=18 -9 2(m) 1(m) 4.50(m) 1.50(m) 225mm 66 6
For the venturi meter shown in figure 9, calculate the manometer deflection, h, if the velocity of flow of water in the 25mm diameter section is 10m/s
I need this answer please fast sir!
U-tube manometer is connected to a conical vessel as shown in figure. Manometer shows a reading of 8cm when the vessel is empty. What will be the reading on the manometer when the vessel is filled with water? Note: Right limb contains water before and after the vessel is filled. 0.08 m 11m1 /1.75m
For Fig. Water flows through a pipe at rate of 350 L/S. The Pipe consists of two sections of diameters 300mm and 150 mm with a smooth reducing section that connects them. The elevation difference between the two points on the pipe where the two arms of the mercury manometer are attached is 0.20m. Determine the reading of manometer (Answer with sketch)
5. Determine the new differential reading along the inclined leg of the mercury manometer of Fig. 3, if the pressure in pipe A is decreased 10 kPa and the pressure in pipe B remains unchanged. The fluid in A has a specific gravity of 0.9 and the fluid in B is water. -SG = 0.9 30⁰ Fig 3 100 mm 50 mm Water 80 mm Mercury
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.
Water flows at 0.07 cubic meter per second through a pipe. A horizontal venturi meter with throat diameter of 150-mm was used to measure the velocity inside the pipe. Based on manometer reading, the differential gauge is deflected 1.2 meter. If the specific gravity of the manometer fluid is 1.60, the velocity, in meter per second (m/s), of water inside the pipe is ____ ANSWER ASAP
Quiz 1 Q1: A reducing elbow is used to deflect water flow at a rate of 25 kg/s in a horizontal pipe upward by an angle of 45° from the flow direction while accelerating it. The elbow discharges water into the atmosphere. The diameter of pipe is 150 mm at the inlet and 30 mm at the exit. The elevation difference between the centers of the exit and the inlet is 40 cm. The volume of the water in bend is 0.053 m³. Determine the resultant force exerted on bend. 30 mm 150 mm 40 cm 45° Water Q2: Water is siphoned from a large tank and discharges into the atmosphere through a 2-in.- diameter tube as shown in Fig. The end of the tube is 3 ft below the tank bottom, and viscous effects are negligible. (a) Determine the volume flowrate from the tank. (b) Determine the maximum height, H, over which the water can be siphoned without cavitation occurring. Atmospheric pressure is 14.7 psia, and the water vapor pressure is 0.26 psia H 2-in. diameter 10 ft 4 ft D

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2. For a vertical venturi meter shown in the Fig. below the deflection of the mercury in the differential gage is 360mm. Determine the flow of water through the meter if no energy is lost between point 1 and point 2. Fig. water 150mmo 760mm 600mme 360mm mercury(sg =13.6)