Using the data in the following table, (1) to find the volume required for the equalization tank, (2) to determine the equalized BODS concentration in the effluent of the equalization tank, and (3) to calculate the ratios of Ca/Cave and Cma/Cuin for BOD; in the influent and effluent of the equalization tank. Hours Q in MGD BOD in mg/L Hours Q in MGD BOD in mg/L 3.05 180 12 17.30 214 4.12 146 13 19.23 214 4.52 112 14 17.05 204 3. 5.02 102 15 15.21 195 6.50 58 16 13.60 185 6.92 51 17 12.54 175 7.09 78 18 9.80 170 7 8.00 107 19 7.89 190 9.21 127 20 6.10 214 9. 12.45 170 21 5.99 282 10 15.60 195 22 4.67 311 11 16.50 209 23 4.04 238

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Using the data in the following table, (1) to find the volume required for the equalization tank, (2)
to determine the equalized BOD5 concentration in the effluent of the equalization tank, and (3) to
calculate the ratios of Cmax/Cave and Cmax/Cmin for BOD5 in the influent and effluent of the
equalization tank.
Hours
Q in MGD
BOD in mg/L
Hours
Q in MGD
BOD in mg/L
3.05
180
12
17.30
214
1
4.12
146
13
19.23
214
4.52
112
14
17.05
204
3
5.02
102
15
15.21
195
4
6.50
58
16
13.60
185
5
6.92
51
17
12.54
175
7.09
78
18
9.80
170
7
8.00
107
19
7.89
190
8.
9.21
127
20
6.10
214
12.45
170
21
5.99
282
10
15.60
195
22
4.67
311
11
16.50
209
23
4.04
238
Transcribed Image Text:Using the data in the following table, (1) to find the volume required for the equalization tank, (2) to determine the equalized BOD5 concentration in the effluent of the equalization tank, and (3) to calculate the ratios of Cmax/Cave and Cmax/Cmin for BOD5 in the influent and effluent of the equalization tank. Hours Q in MGD BOD in mg/L Hours Q in MGD BOD in mg/L 3.05 180 12 17.30 214 1 4.12 146 13 19.23 214 4.52 112 14 17.05 204 3 5.02 102 15 15.21 195 4 6.50 58 16 13.60 185 5 6.92 51 17 12.54 175 7.09 78 18 9.80 170 7 8.00 107 19 7.89 190 8. 9.21 127 20 6.10 214 12.45 170 21 5.99 282 10 15.60 195 22 4.67 311 11 16.50 209 23 4.04 238
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