Answered: flows through a Venturi meter as 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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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.
The total discharge (flowrate) from A to B in the figure below is 300 liters/s. Pipe lennthe are: L1= 150 m, and L2 = 450 m. Diameters, are: D1 = 500 mm, and D2 = 250 mm. L1:D1 Q1 Q Q2 L2; D2 Determine [Using Darcy's equation] the headloss [m] and the flowrates (/s] across A-B in pipes 1 and 2 if riyated steel iron pipes are used in the system and flow is FULLY TURBULENT. Flowrate pipe #1 [I/s] =- Flowrate pipe #2 [l/s] =- Headloss pipe #1 [m] =. %3D Headloss pipe #2 [m]
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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flows through a Venturi meter as shown below. Determine the discharge coefficient, Cd, of the Venturi meter if the actual discharge is determined to be 2.142 cfs. Use D1 = 12.28 in., D2 = 4.03 in., y = 8.25 in. Points 1 and 2 are centerines of the inlet and throat respectively