A prismatic tank having variable cross- Atmosphere section (base areas: A¡ = 20 m² and A2 = 10 m²) is emptied by a drainage pipe. Velocity distribution in the drainage pipe is given as; water 2 m h Base area A = 20 m V = 8gh 1 (m/sec) where R is the radius of the drainage pipe 5 m (R = 5 cm), r is the radial distance from the Base area A: = 10 m center of the drainage pipe, and h is the instantaneous water level in the tank. If h =7 m at t= 0 sec, find the time at which drainage pipe v R= 5 cm Atmosphere the discharge in the drainage pipe is equal to 40 lt/sec.

A prismatic tank having variable cross- Atmosphere section (base areas: A¡ = 20 m² and A2 = 10 m²) is emptied by a drainage pipe. Velocity distribution in the drainage pipe is given as; water 2 m h Base area A = 20 m V = 8gh 1 (m/sec) where R is the radius of the drainage pipe 5 m (R = 5 cm), r is the radial distance from the Base area A: = 10 m center of the drainage pipe, and h is the instantaneous water level in the tank. If h =7 m at t= 0 sec, find the time at which drainage pipe v R= 5 cm Atmosphere the discharge in the drainage pipe is equal to 40 lt/sec.

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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