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Test number: 8 Influent Samples :
Date = 6/14/94 Sample Time, min TSS, ∆T TSS*∆T
Starting Time = 10:20 1 2 240 0
Filling Time = 1810 sec 2 6 240 0
Silt Fence: 3 10 240 0
Belton woven 751-36 4 14 240 0
AOS = #30 5 18 240 0
Ψ = 0.4 sec -1 6 22 240 0
Bulk flow: 7 26 240 0
Head over weir = 0.132 m 8 30 130 0
Slurry tank:
Start = 1.850 m Σ = 1810 0
End = 1.330 m MIC = 1196 mg/L
Total Inflow:
Q total = 2.74 Lps Flume & Pond:
V in = 4.95 m 3 Area of pond = 6.12 m 2
Soil Added: Width of Fence= 0.711 m
Wt of wet solids = 17.2 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
5 0.009 1 276 0.639 176 3 2
10 0.144 2 296 -0.005 -2 8 0
15 0.170 3 296 0.662 196 13 8
20 0.193 4 296 0.680 201 18 12
25 0.210 5 256 0.717 183 23 16
30 0.228 6 256 0.711 182 28 20
45 0.107 0.741 99 38 28
60 0.091 7 134 0.098 13 53 5
75 0.085 0.037 2 68 2
90 0.081 8 60 0.024 1 83 2
105 0.079 0.012 1 98 1
120 0.077 9 72 0.012 1 113 1
150 0.073 10 40 0.024 1 135 3
180 0.071 11 16 0.012 0 165 2
240 0.068 12 4 0.018 0 210 4
400 0.062 0.037 1 320 12
725 0.052 0.061 1 563 34
1360 0.040 0.073 1 1043 77
1840 0.031 13 16 0.055 1 1600 88
3460 0.000 0.190 2650 503
Σ= 4.61 1060 820
MEC = 230 mg/L ζ = 82 % T d = 171 min
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