0.06mm and specific gravity of 1.08.given u=1.08x10 (N.sec/m2). percentage of particles will be removed(removal efficieney) in this tank if particles diameter rate-35 m'/(m´.day).given L=50m and detention time 3.5hr(use seven tanks).Also find the Q3:-Design a rectangular sedimentation tank for Q=157×10: m/d and surface overflow of dersi

0.06mm and specific gravity of 1.08.given u=1.08x10 (N.sec/m2). percentage of particles will be removed(removal efficieney) in this tank if particles diameter rate-35 m'/(m´.day).given L=50m and detention time 3.5hr(use seven tanks).Also find the Q3:-Design a rectangular sedimentation tank for Q=157×10: m/d and surface overflow of dersi

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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