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waste water home page
A comparison between a moving bed sand filter and AFM pressure filter
copy of spreadsheet
The following graphs relate to a direct comparison between a moving bed sand filter with a bed depth of approximately 2.5 metres and a simple pressure filter
containing a 30cm (1/10th of the sand) bed depth. The water in question was final effluent discharge from a sewage works using percolating filters.
There was not a great deal of difference between the results of the sand filters and AFM filters. However when the size, flowrates and bed depth
are taken into consideration, the results from the AFM filter was quite remarkable.
| parameter |
AFM filter |
moving bed sand filter |
| water flowrate, cubm-1sqm-1hr-1 |
6 |
2 |
| bed depth |
0.3m |
2.5m |
Trials are now being planned to use AFM in moving bed sand filters in comparative trials. It is expected that AFM will allow moving bed filters to be
used in applications previously considered not suitable. For example, waste water with high BOD levels and solids load. AFM does not become biofouled, and
will remove much smaller particles from the water than can be achieved by using sand, the improvement in performance is anticipated to be substantial.




|
Suspended solids |
|
|
inlet |
AFM |
sand |
26/05/2004 |
32 |
5 |
8 |
27/05/2004 |
29 |
5 |
5 |
03/06/2004 |
23 |
7 |
3 |
04/06/2004 |
13 |
3 |
4 |
08/06/2004 |
28 |
12 |
32 |
09/06/2004 |
27 |
15 |
11 |
10/06/2004 |
27 |
13 |
7 |
11/06/2004 |
16 |
11 |
9 |
17/06/2004 |
33 |
3 |
7 |
18/06/2004 |
39 |
16 |
18 |
22/06/2004 |
70 |
15 |
10 |
23/06/2004 |
61 |
8 |
5 |
30/06/2004 |
39 |
4 |
12 |
01/07/2004 |
37 |
6 |
6 |
06/07/2004 |
45 |
54 |
17 |
07/07/2004 |
30 |
16 |
20 |
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Ammonium |
|
|
|
Inlet |
AFM |
sand |
26/05/2004 |
1.6 |
1.4 |
0.9 |
27/05/2004 |
1.5 |
1.2 |
0.5 |
03/06/2004 |
0.9 |
0.67 |
0.52 |
04/06/2004 |
0.93 |
0.39 |
0.3 |
08/06/2004 |
|
|
|
09/06/2004 |
1.6 |
1 |
0.55 |
10/06/2004 |
1 |
0.63 |
0.53 |
11/06/2004 |
0.98 |
0.63 |
0.64 |
17/06/2004 |
0.88 |
0.89 |
0.6 |
18/06/2004 |
0.96 |
0.82 |
0.77 |
22/06/2004 |
0.55 |
1.2 |
1 |
23/06/2004 |
1.2 |
0.31 |
0.46 |
30/06/2004 |
0.8 |
0.6 |
0.7 |
01/07/2004 |
0.9 |
0.7 |
0.8 |
06/07/2004 |
0.92 |
1.1 |
0.76 |
07/07/2004 |
1.4 |
0.83 |
0.84 |
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|
BOD |
|
|
|
inlet |
AFM |
sand |
26/05/2004 |
11 |
4 |
7 |
27/05/2004 |
11 |
4 |
6 |
03/06/2004 |
14 |
8 |
8 |
04/06/2004 |
8 |
3 |
4 |
08/06/2004 |
17 |
7 |
6 |
09/06/2004 |
10 |
6 |
8 |
10/06/2004 |
15 |
4 |
6 |
11/06/2004 |
13 |
5 |
5 |
17/06/2004 |
14 |
7 |
6 |
18/06/2004 |
20 |
9 |
11 |
22/06/2004 |
25 |
11 |
9 |
23/06/2004 |
27 |
11 |
8 |
30/06/2004 |
6 |
7 |
2 |
01/07/2004 |
15 |
7 |
5 |
06/07/2004 |
21 |
13 |
10 |
07/07/2004 |
13 |
7 |
9 |
|
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|
|
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|
COD |
|
|
|
inlet |
AFM |
sand |
26/05/2004 |
99 |
60 |
65 |
27/05/2004 |
78 |
43 |
50 |
03/06/2004 |
75 |
49 |
44 |
04/06/2004 |
58 |
36 |
36 |
08/06/2004 |
98 |
66 |
67 |
09/06/2004 |
82 |
61 |
74 |
10/06/2004 |
86 |
51 |
53 |
11/06/2004 |
69 |
64 |
74 |
17/06/2004 |
75 |
47 |
45 |
18/06/2004 |
120 |
68 |
72 |
22/06/2004 |
130 |
68 |
62 |
23/06/2004 |
120 |
45 |
48 |
30/06/2004 |
110 |
55 |
58 |
01/07/2004 |
89 |
55 |
47 |
06/07/2004 |
110 |
75 |
76 |
07/07/2004 |
81 |
58 |
59 |
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