A batch test on the sedimentation of slurry containing 200kg/m (C.) is carried outexperimentally where the initial height of sediment zone is 900mm (h,). Thefollowing data are assumed as follows:Underflow concentration= 1200kg/m³Feed flow rate=3m3/minThe relation between setting velocity (u) and height of sediment zone (h:) can berepresented by the following equation:u(mm/min)=0.0178*h; - 3.22Where the h have taken the values: 700,300,260,200 and 180 mm.Graphically, find the critical rate of sedimentation then the cross section area of tank.

Given, u(mm/min)=0.0178*hi - 3.22 Value of hi = 700,300,260,200 and 180 mm

A batch test on the sedimentation of slurry containing 200kg m (C.) is carried out experimentally where the initial height of sediment zone is 900mm (h,). The following data are assumed as follows: Underflow concentration= 1200kg/m³ Feed flow rate-3m³/min The relation between setting velocity (u) and height of sediment zone (h) can be represented by the following equation: u(mm/min)=0.0178*h - 3.22 Where the h have taken the values: 700,300,260,200 and 180 mm. Graphically, find the critical rate of sedimentation then the cross section area of tank.

A batch test on the sedimentation of slurry containing 200kg m (C.) is carried out experimentally where the initial height of sediment zone is 900mm (h,). The following data are assumed as follows: Underflow concentration= 1200kg/m³ Feed flow rate-3m³/min The relation between setting velocity (u) and height of sediment zone (h) can be represented by the following equation: u(mm/min)=0.0178*h - 3.22 Where the h have taken the values: 700,300,260,200 and 180 mm. Graphically, find the critical rate of sedimentation then the cross section area of tank.

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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