Table B1 (cont`d).
Drain
Excess water Additional
Thickness
Height of Q water
Q water
Decant
time (dt)
quantity:
thickness of
of sludge water column pad
weir
thru pad
over weir
Error
3) sludge (mm)
(m3)
(m3)
(m3)
(m3)
(m3)
Day Hour
(hours)
Q in (m
(mm)
(mm)
7
1
15.5
306
9.4
460.60
36.9
7.1
0
2
14.5
306
9.4
470.00
73.9
7.4
0
3
13.5
306
9.4
479.40
110.8
8.0
0
4
12.5
306
9.4
488.80
147.7
8.5
0
5
11.5
306
9.4
498.20
184.5
9.0
0
6
10.5
306
9.4
507.60
221.2
9.5
0
7
9.5
306
9.4
517.00
257.9
10.0
0
8
8.5
306
9.4
526.40
294.5
10.5
0
7.5
0
0.0
526.40
293.1
11.0
0
9
6.5
0
0.0
526.40
291.8
10.9
0
10
5.5
0
0.0
526.40
290.4
10.9
0
11
4.5
0
0.0
526.40
236.0
10.9
429
12
3.5
0
0.0
526.40
163.6
10.3
575
13
2.5
0
0.0
526.40
106.6
9.5
452
14
1.5
0
0.0
526.40
36.6
8.8
557
15
0.5
0
0.0
526.40
14.0
8.1
175
150
2189
4.3
16
8
1
15.5
306
9.4
535.80
36.9
7.8
0
2
14.5
306
9.4
545.20
73.8
8.1
0
3
13.5
306
9.4
554.60
110.6
8.6
0
4
12.5
306
9.4
564.00
147.4
9.1
0
5
11.5
306
9.4
573.40
184.1
9.6
0
6
10.5
306
9.4
582.80
220.7
10.1
0
7
9.5
306
9.4
592.20
257.3
10.6
0
8
8.5
306
9.4
601.60
293.8
11.1
0
7.5
0
0.0
601.60
292.4
11.6
0
9
6.5
0
0.0
601.60
291.0
11.6
0
10
5.5
0
0.0
601.60
289.5
11.5
0
11
4.5
0
0.0
601.60
235.1
11.5
429
12
3.5
0
0.0
601.60
162.7
10.9
575
13
2.5
0
0.0
601.60
105.6
10.1
452
14
1.5
0
0.0
601.60
35.6
9.5
557
15
0.5
0
0.0
601.60
13.6
8.7
169
161
2182
4.3
16
41
Previous Page
