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Test number: 16 Influent Samples :
Date = 8/2/94 Sample Time, min TSS, ∆T TSS*∆T
Starting Time = 10:00 1 2 8135 240 1952400
Filling Time = 1525 sec 2 6 10725 240 2574000
Silt Fence: 3 10 2365 240 567600
Mirafi A non-woven 65303 4 14 775 240 186000
AOS = #100 5 18 350 240 84000
Ψ = 1.5 sec -1 6 22 715 325 232375
Bulk flow:
Head over weir = 0.106 m
Slurry tank:
Start = 1.850 m Σ = 1525 5596375
End = 1.650 m MIC = 3670 mg/L
Total Inflow:
Q total = 1.60 Lps Flume & Pond:
V in = 2.43 m 3 Area of pond = 6.12 m 2
Soil Added: Width of Fence= 0.711 m
Wt of wet solids = 27.2 kg Undrained Vol of Tank = 0.127 m 3
Hydraulic Data & Effluent Samples:
Time, min Level, m Sample TSS, mg/L ∆V, m 3 TSS*∆V, g T avg , min T avg *∆V
0 0.000
13 0.195 1 150 -0.074 -11 7 0
18 0.263 2 115 0.059 7 16 1
23 0.334 3 140 0.046 6 21 1
28 0.348 4 140 0.395 55 26 10
33 0.344 5 145 0.022 3 31 1
38 0.343 6 145 0.006 1 36 0
68 0.336 7 100 0.043 4 53 2
98 0.335 8 90 0.007 1 83 1
128 0.332 9 70 0.019 1 113 2
158 0.329 10 50 0.015 1 143 2
188 0.327 11 45 0.015 1 173 3
248 0.321 12 40 0.035 1 218 8
308 0.322 13 40 -0.004 0 278 -1
368 0.316 14 10 0.034 0 338 11
428 0.314 15 20 0.013 0 398 5
488 0.310 16 15 0.024 0 458 11
608 0.306 17 25 0.028 1 548 15
728 0.303 18 30 0.019 1 668 12
848 0.297 19 35 0.032 1 788 25
968 0.294 20 30 0.022 1 908 20
1208 0.289 21 20 0.030 1 1088 32
1568 0.281 0.048 1 1388 67
2100 0.274 0.043 1 1834 79
2880 0.264 22 25 0.063 2 2490 157
22820 0.000 1.611 12850 20699
Σ= 0.94 79 21164
MEC = 84 mg/L ζ = 99 % T d = 8297 min
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