View the Whole Report - Center for Research in Water Resources ...
View the Whole Report - Center for Research in Water Resources ...
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Date = 9/17/94 Influent Samples:<br />
Start<strong>in</strong>g Time = 10:55 Sample Time, m<strong>in</strong><br />
TSS,<br />
mg/L ∆T TSS*∆T<br />
Fill<strong>in</strong>g Time = 1020 sec 1 2 2804 240 672960<br />
Bulk Flow: 2 6 2444 240 586560<br />
Head over weir = 0.106 m 3 10 2940 240 705600<br />
Slurry Tank: 4 14 3144 240 754560<br />
Start = 1.475 m Σ = 960 2719680<br />
End = 1.165 m MIC = 2833 mg/L<br />
Total Inflow:<br />
Q total = 1.64 Lps Flume & Pond:<br />
V <strong>in</strong> = 1.57 m 3 Area of Pond = 6.12 m 2<br />
Soil Added: Width of Flume = 0.762 m<br />
Wt of wet solids = 25.4 kg Undra<strong>in</strong>ed Vol of Tank = 0.127 m 3<br />
Hydraulic Data & Effluent Samples:<br />
Time, m<strong>in</strong> Level, m Sample TSS, mg/L ∆V, m 3 TSS*∆V, g<br />
0 0<br />
1 0<br />
2 0<br />
3 0.012 1 1856 -0.102 153<br />
4 0.014 0.086<br />
5 0.014 0.098<br />
6 0.016 0.086<br />
7 0.015 0.105<br />
8 0.016 2 2070 0.092 980<br />
9 0.017 0.092<br />
10 0.017 0.098<br />
11 0.016 0.105<br />
12 0.016 0.098<br />
13 0.017 3 2294 0.092 1819<br />
14 0.017 0.098<br />
15 0.016 0.105<br />
16 0.014 0.111<br />
17 0.018 0.074<br />
18 0.009 0.055<br />
19 0.007 0.012<br />
20 0.001 0.037<br />
21 0.003 -0.012<br />
22 0 0.018<br />
Σ = 1.35 2952<br />
MEC = 2189 mg/L ζ= 34 % Velocity = 0.14 m/s<br />
141
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