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
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A settling basin is designed with a loading rate of 25 m³ /m².day. The depth of
0.997,
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 are
shown below.
Time (min)
Concentration (ppm)
80
100
180 168
0
60
189
300
130
156
420
27
240
200
111
78
Transcribed Image Text:A settling basin is designed with a loading rate of 25 m³ /m².day. The depth of 0.997, 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 are shown below. Time (min) Concentration (ppm) 80 100 180 168 0 60 189 300 130 156 420 27 240 200 111 78
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