Two water tanks are connected to each other through a mercury manometer withinclined tubes, as shown in Figure(b) below. If the pressure difference betweenthe two tanks is 20 kPa, calculate the values of a and O in the figure.WaterTank AWaterTank B26.8 cm2aMercuryFigure(b)

Answered: Image /qna-images/answer/524a7fe4-f158-4efb-a728-146e7e9b06af.jpg

Two water tanks are connected to each other through a mercury manometer with (b) below. If the pressure difference between inclined tubes, as shown in Figure the two tanks is 20 kPa, calculate the values of a and 0 in the figure. Water Tank A a 26.8 ст Water Tank B 2a Mercury Figure (b)

Two water tanks are connected to each other through a mercury manometer with (b) below. If the pressure difference between inclined tubes, as shown in Figure the two tanks is 20 kPa, calculate the values of a and 0 in the figure. Water Tank A a 26.8 ст Water Tank B 2a Mercury Figure (b)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Q.23 Consider the flow of water through the frictionless pipe as shown in the figure. There is a sudden expansion at a section in the pipe. The flow velocity is 2.5 m/s and 1 m/s in AB and BC portion of the pipe respectively. The reading '' of the mercury- water differential manometer is: [Take specific gravity of mercury as 13.6] A O 50 cm Q B ↓ Water }
13 PLEASE PROVIDE COMPLETE AND DETAILED SOLUTION
1- Water flows through a horizontal pipe at a rate of 9.1 L/s. The pipe consists of two sections of diameters 10.16 cm and 5.08 cm with a smooth reducing section. The pressure difference between the two pipe sections is measured by a mercury manometer. Neglecting frictional effects, (a) determine the differential height of mercury between the two pipe sections. (b) How would the reading change if the manometer on the 2in pipe is replaced by a pitot tube? 10.16 5.08 h
Weter flows up a tapered pipe (figure). A differential mercury manometer is attached to the pipe at Wand B. The pipe has a diameter of 200 mm at A and 100 mm at B, the point B being 1 m above the alot A. Obtain the deflection in the manometer corresponding to a discharge of 50 L/s. Neglect the friction in the pipe. Relative density of mercury 13.6. %D 100 mm 1 m 200 mm
Flow measurement.
A differential manometer is attached to a pipe shown. Calculate the pressure difference between points A and B.
a=4 b=0 C=1
please include figure
Water is flowing through a venturimeter shown. The difference in pressure between Point 1 (D = 4cm) and Point 2 (D = 2cm) is measured using open tubes. If h is 50cm, solve the velocity of flow at Point 1. h O 0.81m/s O 0.88m/s 2.02m/s O 1.29m/s
1. Figure 1 shows the manometer apparatus with different fluids. It is given that the specific density of the mercury and oil are 13.56, and 0.9 respectively. Solve, a. The liquid level, Az when the area of the reservoir on the left lim b of the manometer is 100 times the area of the manometer tube in right limb. The volume X is equal to Volume Y. b. The pressure at point A. Oil Volume Y 45cm 18cm Mercury Az Volume X
Current Attempt in Progress A U-tube manometer is connected to a closed tank as shown in the figure below. The air pressure in the tank is 0.50 psi and the liquid in the tank is oil (y = 54.0 lb/ft³). The pressure at point A is 2.00 psi. Determine: (a) the depth of oil, z, and (b) the differential reading, h, on the manometer. (a) z = (b) h = ft ft Air Oil SG = 3.01 2.0ft + Open h