A differential gauge was attached to a venturi meter. The deflection of mercury is 14.3 inches. Assume noheadloss. Point B is located at the 6 inches diameter pipe. Point A is located at the 12 inches pipe.Determine the flow rate in ft^3/s.6 indves12 inches143 in

Answered: Image /qna-images/answer/d4174655-2417-499f-810c-d1bc26e80800.jpg

Answered: Determine the flow rate in ft^3/s.

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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An open rectangular tank is 4m long, 2m wide and 2m high kounted on a truck full of waterm Calculate the volume of water spilled out when the truck from the rest accelerated 2.45 m/s^2
Estimate the velocity and head loss per 1000 feet given a flow of 4 ft^3/s, pipe diameter of 12" and C factor of 100?.
Water with a velocity of 5.08 m/s flows through a 108 mm diameter pipe. Solve for the volume flow rate in m3/s. Express your answer in 3 decimal places. pls answer fast thankss
QUESTION 5 Q2. Two water pipelines converge into one line of 2.5m diameter. a). What is the velocity of water flowing in the converged line if the discharges and diameters of the converging lines are 1 m3/s with an 800mm pipe and 0.5 m³/s with a 500mm pipe? (m/s) b). What is the mass flowrate under these conditions? (kg/s) c). What percentage change in velocity would there be in the converged pipe if the diameter of the pipe was reduced by 20%? Take the density of water to be 103 kg/m3. Part a). is denoted Q5, part b). as Q6 and part c). as Q7
Problem 4: Approximating Discharge from Velocity Consider steady flow in a stream d = 0.50 m deep and w = 3.0 m wide ("into the page"): Part A Part B h X X The velocity distribution is u = Umax(1- h²/d²), where Umax = 0.20 m/s. A few sample values are shown in the following table: 0.25 h[m] 0 u [m/s] 0.20 0.15 ▼ Part A On the figure, sketch the velocity profile using the equation. No need to calculate points. Part B On the figure, sketch an approximate velocity profile, with an upper area and a lower area. Plot the average velocity for the upper area and the lower area (hint, recall the wedding cake). Part C Using your approximation, calculate the discharge Q [m³/s]. Part D Using your approximation, calculate the average velocity V[m³/s].
3) An incompressible flow velocity field is given as 1 1 [m/s] r r where r is in meters. (a) Calculate the mass flow rate through the cylindrical surface at r =1 m from z = 0 to z =1 m as shown in Figure A (b) Show that mass is conserved in the annular control volume from r = 1 m to r = 2 m and z = 0 to z = 1 m as shown Figure B a 2 m. I m 1 m 1 m 1 m

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