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Test number: 27 Influent Samples :
Date = 10/4/94 Sample Time, min TSS, ∆T TSS*∆T
Starting Time = 18:45 1 3 2044 360 735840
Filling Time = 1800 sec 2 9 2092 360 753120
Rock Berm: 3 15 2452 360 882720
Type 1 4 21 2336 360 840960
Bulk flow: 5 27 2532 360 911520
Head over weir = 0.150 m
Slurry tank:
Start = 1.850 m Σ = 1800 4124160
End = 1.280 m MIC = 2291 mg/L
Total Inflow:
Q total = 3.71 Lps Flume & Pond:
V in = 6.68 m 3 Area of pond = 6.12 m 2
Soil Added: Width of Fence= 0.711 m
Wt of wet solids = 43.1 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 -22 2 0
3 0.043 1 1552 0.070 108 3 0
4 0.053 0.162 251 4 1
5 0.055 0.211 327 5 1
6 0.058 0.204 259 6 1
7 0.059 0.217 275 7 1
9 0.061 2 1268 0.433 549 8 3
11 0.058 0.464 588 10 5
13 0.059 0.439 624 12 5
15 0.059 3 1420 0.446 633 14 6
17 0.058 0.452 641 16 7
19 0.059 0.439 705 18 8
21 0.059 4 1604 0.446 715 20 9
23 0.058 0.452 725 22 10
25 0.059 0.439 784 24 11
27 0.058 5 1784 0.452 806 26 12
29 0.058 0.446 795 28 12
30 0.058 0.223 397 30 7
31 0.037 0.129 207 31 4
32 0.017 0.122 197 32 4
33 0.004 6 1610 0.080 128 33 3
34 0.000 0.024 39 34 1
Σ= 6.33 9731 110
MEC = 1536 mg/L ζ = 36 % T d = 17 min
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