Q.7 Type I or Discrete Settling: A settling basin, which is 26 m long, 8 m wide and having a water depth of 3m, is designed to treat 10 MLD of raw water. Determine the overall removal efficiency of the basin whiletreating raw water containing discrete particles whose settling velocities are distributed as given in the tablebelow.Settling velocity (m/hr)0-0.50.5 1.01.0 1.51.5 2.02.0 - 2.52.5-3.03.0 - 3.53.5 - 4.0TotalNumber of particles (×105) per liter305090110100703020500

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n, is designed to treat 10 MLD of raw water. Determine the overall removal ef reating raw water containing discrete particles whose settling velocities are distr elow. Settling velocity (m/hr) 0-0.5 0.5 1.0 1.0 - 1.5 1.5 2.0 2.0 2.5 - 2.5-3.0 3.0-3.5 25 10 Number of particles (x) 30 50 90 110 100 70 30 30

n, is designed to treat 10 MLD of raw water. Determine the overall removal ef reating raw water containing discrete particles whose settling velocities are distr elow. Settling velocity (m/hr) 0-0.5 0.5 1.0 1.0 - 1.5 1.5 2.0 2.0 2.5 - 2.5-3.0 3.0-3.5 25 10 Number of particles (x) 30 50 90 110 100 70 30 30

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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