= Q1. A prismatic water tank with two inlet and two outlet pipes is shown below. Velocity listribution in pipe-1 is given by u.(r)-Um(1-r/R³) where r is the radial distance, R is the radius of the pipe and Um 0.5 m/s. Pipe-2 carries a mass flow rate of 9.42 kg/s out of the tank. Volumetric flow rate (discharge) in Pipe-3 is measured as 0.003 m³/s into the tank. Determine the rate of change of water level in the tank if the average velocity of outflow in Pipe-4 is 3 m/s. Horizontal dimensions of the tank are 2x1 m, R₁ = 0.1 m, R₂ R3 R4 -0.05 m.

= Q1. A prismatic water tank with two inlet and two outlet pipes is shown below. Velocity listribution in pipe-1 is given by u.(r)-Um(1-r/R³) where r is the radial distance, R is the radius of the pipe and Um 0.5 m/s. Pipe-2 carries a mass flow rate of 9.42 kg/s out of the tank. Volumetric flow rate (discharge) in Pipe-3 is measured as 0.003 m³/s into the tank. Determine the rate of change of water level in the tank if the average velocity of outflow in Pipe-4 is 3 m/s. Horizontal dimensions of the tank are 2x1 m, R₁ = 0.1 m, R₂ R3 R4 -0.05 m.

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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