A settling basin is designed with a loading rate of 25 m³ /m².day. The depth of0.997,the basin is 2 m deep. If the specific gravity of the particles is 1.2 and water =and u= 1.027. Determine the overall removal obtained for a suspension for data areshown below.Time (min)Concentration (ppm)80100180 1680601893001301564202724020011178

Given Surface Overflow rate (SOR) = 25m3/m2.day…

A settling basin is designed with a loading rate of 25 m³ /m².day. The depth of the basin is 2 m deep. If the specific gravity of the particles is 1.2 and water = 0.997, and u= 1.027. Determine the overall removal obtained for a suspension for data are shown below. Time (min) Concentration (ppm) 0 300 100 130 168 156 60 80 180 189 200 111 240 78 420 27

A settling basin is designed with a loading rate of 25 m³ /m².day. The depth of the basin is 2 m deep. If the specific gravity of the particles is 1.2 and water = 0.997, and u= 1.027. Determine the overall removal obtained for a suspension for data are shown below. Time (min) Concentration (ppm) 0 300 100 130 168 156 60 80 180 189 200 111 240 78 420 27

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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