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Test number: 26 Influent Samples :
Date = 9/29/94 Sample Time, min TSS, ∆T TSS*∆T
Starting Time = 13:45 1 3 2448 360 881280
Filling Time = 1800 sec 2 9 2456 360 884160
Rock Berm: 3 15 2280 360 820800
Type 1 4 21 2364 360 851040
Bulk flow: 5 27 2772 360 997920
Head over weir = 0.150 m
Slurry tank:
Start = 1.850 m Σ = 1800 4435200
End = 1.263 m MIC = 2464 mg/L
Total Inflow:
Q total = 3.72 Lps Flume & Pond:
V in = 6.69 m 3 Area of pond = 6.12 m 2
Soil Added: Width of Fence= 0.711 m
Wt of wet solids = 42.2 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
1 0.000
2 0.018 -0.014 -17 2 0
3 0.042 1 1216 0.076 92 3 0
4 0.05 0.174 212 4 1
5 0.055 0.192 234 5 1
6 0.058 0.205 238 6 1
7 0.057 0.229 267 7 1
9 0.057 2 1164 0.446 519 8 4
11 0.058 0.440 512 10 4
13 0.058 0.446 564 12 5
15 0.058 3 1264 0.446 564 14 6
17 0.058 0.446 564 16 7
19 0.057 0.452 631 18 8
21 0.058 4 1396 0.440 614 20 9
23 0.058 0.446 622 22 10
25 0.058 0.446 687 24 11
27 0.058 5 1540 0.446 687 26 12
29 0.058 0.446 687 28 12
30 0.058 0.223 343 30 7
31 0.040 0.110 143 31 3
32 0.020 0.122 159 32 4
33 0.006 6 1300 0.086 111 33 3
34 0.002 0.024 32 34 1
35 0.000 0.012 16 35 0
Σ = 6.34 8479 110
MEC = 1338 mg/L ζ = 49 % T d = 17 min
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