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)
3
1
15.5
306
9.4
159.80
37.3
4.0
0
2
14.5
306
9.4
169.20
74.7
4.3
0
3
13.5
306
9.4
178.60
112.0
4.9
0
4
12.5
306
9.4
188.00
149.2
5.5
0
5
11.5
306
9.4
197.40
186.4
6.0
0
6
10.5
306
9.4
206.80
223.5
6.6
0
7
9.5
306
9.4
216.20
260.5
7.1
0
8
8.5
306
9.4
225.60
297.4
7.7
0
7.5
0
0.0
225.60
296.4
8.2
0
9
6.5
0
0.0
225.60
295.4
8.2
0
10
5.5
0
0.0
225.60
294.4
8.2
0
11
4.5
0
0.0
225.60
240.3
8.2
429
12
3.5
0
0.0
225.60
167.9
7.5
578
13
2.5
0
0.0
225.60
111.2
6.7
452
14
1.5
0
0.0
225.60
41.3
6.0
559
15
0.5
0
0.0
225.60
15.5
5.1
204
104
2222
4.3
16
4
1
15.5
306
9.4
235.00
37.2
4.8
0
2
14.5
306
9.4
244.40
74.5
5.2
0
3
13.5
306
9.4
253.80
111.7
5.7
0
4
12.5
306
9.4
263.20
148.8
6.3
0
5
11.5
306
9.4
272.60
185.9
6.8
0
6
10.5
306
9.4
282.00
222.9
7.4
0
7
9.5
306
9.4
291.40
259.8
7.9
0
8
8.5
306
9.4
300.80
296.6
8.4
0
7.5
0
0.0
300.80
295.5
9.0
0
9
6.5
0
0.0
300.80
294.4
8.9
0
10
5.5
0
0.0
300.80
293.3
8.9
0
11
4.5
0
0.0
300.80
239.2
8.9
429
12
3.5
0
0.0
300.80
166.8
8.3
577
13
2.5
0
0.0
300.80
110.0
7.4
452
14
1.5
0
0.0
300.80
40.1
6.7
559
15
0.5
0
0.0
300.80
15.1
5.9
196
117
2214
4.3
16
39
Previous Page
