deflected 10 cm, find the flow of air. Neglect headinlet and the throat contains water. If the water isA 45 cm by 60 cm horizontal Venturi meter is used tomeasure the flow of air (y- 12.60 N/m) through a 60oipeline. A differential manometer connected to thelosses.

We have formula For dischargeQ=A1A2A12-A222ghh=xγwγair-1

Answered: inlet and the throat contains water. If…

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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Q1:A. Find the discharge through the Venturi meter B. Find Different in pressure between 1&2 in (mmHg). 150mm (2) 300mm T 76cm 36cm на C
2. A Venturi meter having a diameter of 6 in. at the throåt is installed in a horizontal 12-in. water main. In a differential gage partly filled with mercury (the remainder of the tube being filled with water) and connected with the meter at the inlet and throat, what would be the difference in level of the mercury columns if the discharge is 5.0 cfs? Neglect loss of head.
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A flow of 125 gpm of chilled water at 45°F is to be transported from a chiller to a set of cooling colls located 120 ft away. Determine the chilled water velocity in ft/s that satisfies the requisite criteria. Assume turbulent flow and the sum of the loss coefficients effectively doubles the length of the piping. I A) 6.32 5.52 3.92 4.72
سنب Fluid mechanics
Calculate the pressure difference between points A and B for the differential manometer below.
For a Gage Reading of 25.3 Kpa, determine the following: (a). Elevations of the liquids in the open piezometer columns E, F and G. (b). The deflections of Mercury in the U-tube manometer neglecting the weight of air.
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.
A water tank with a cross-sectional area of (1 m2) containing water to a height of (4 m), find the height of the water after the passage of (120sec) if the water flows through a nozzle at its base whose diameter is (6 cm), then find the decrease in the surface level of the water in the tank. ↑ ha 6 cm 4 m
DT. Asmaa Abdul Jabbar Q2: Water flow from B to A, if real power of pump =175kw, with efficiency 85%. (neglect minor losses) Find: Discharge at each pipe. Pipe No. L (km) D (cm) f 0.018 1 0.5 15 2 0.55 20 0.02 EL.25m A P 1 2 EL.100m B
Compute the range of volume flow rates in gal/min of water at 59°F for which the flow would be in the critical region in % - in. Type K copper tube. (0.875 in. OD x 0.065 in. wall)

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inlet and the throat contains water. If the water is A 45 cm by 60 cm horizontal Venturi meter is used to measure the flow of air (y-12.60 N/m) through a 60 deflected 10 cm, find the flow of air. Neglect head pipeline. A differential manometer connected to the losses.