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Test number: 6 Influent Samples :
Date = 6/7/94 Sample Time, min TSS, ∆T TSS*∆T
Starting Time = 9:35 1 2 240 0
Filling Time = 1320 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 22 120 0
Bulk flow:
Head over weir = 0.132 m
Slurry tank:
Start = 1.850 m Σ = 1320 0
End = 1.313 m MIC = 1968 mg/L
Total Inflow:
Q total = 2.77 Lps Flume & Pond:
V in = 3.65 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
5 0.090 1 760 0.152 116 3 0
10 0.145 2 548 0.493 270 8 4
15 0.180 3 492 0.616 303 13 8
20 0.200 4 480 0.707 340 18 12
22 0.205 0.301 147 21 6
25 0.150 5 488 0.337 164 24 8
30 0.105 6 364 0.275 100 28 8
45 0.072 0.202 36 38 8
60 0.057 7 180 0.092 17 53 5
75 0.052 0.031 3 68 2
90 0.047 8 92 0.031 3 83 3
105 0.045 0.012 1 98 1
120 0.042 9 60 0.018 1 113 2
135 0.040 0.012 0 128 2
150 0.038 10 32 0.012 0 143 2
165 0.037 0.006 0 158 1
180 0.036 11 32 0.006 0 173 1
240 0.033 12 20 0.018 0 210 4
300 0.030 0.018 0 270 5
360 0.029 13 8 0.006 0 330 2
1080 0.000 0.180 720 130
Σ= 3.35 1502 212
MEC = 449 mg/L ζ = 79 % T d = 60 min
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