Hints from the Health Department. Leaflet from the archive of the Society of Medical Officers of Health. Credit: Wellcome Collection, London
[Report of the Medical Officer of Health for London County Council]
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Table 2. Particulars as to the working ok the Bacteria Beds.
No. | Name of town or district. | Time during which the bed were in use. | Name or number of the bed used. | Character of the liquid supplied to the beds. | Particulars of the settling and of the detritus tanks. | Chemicals used for treating the sewage previous to bacterial treatment. | Number of hours | Quantity of sewage treated in 24 hours, per acre of bed, one foot deep. Calculated for the purpose of comparison. Gallons. | Average percentage purification effected on the crude sewage, as measured by the relative quantities of | |||||||||||
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Occupied in filling the beds. | During which the beds remained full (contact period). | Occupied in emptying the beds. | During srhich the beds remained empty aeration period). | Number of fillings per 24 hours. | Number of contacts in successive beds. | Oxygen absorbed by the crude sewage and by the final bacteria bed effluent. | Albuminoid ammonia present in the crude sewage and in the final bacteria oed effluent. | |||||||||||||
Capacity. Gallons. | Length. Feet. | Rate of flow of sewage through the tanks. Gallons per day. | ||||||||||||||||||
Name of chemical. | Grains per gallon of sewage. | |||||||||||||||||||
Average percentage purification. | Number of hours occupied in absorption. | Temperature at which absorption took place | ||||||||||||||||||
26 | Leeds | 2 Oct., '97 to 2 Feb., '98 | No. 1 coarse bed No. 2 fine bed | Sewage screened by vertical bars one inch apart | Not settled | ... | None | ... | 1 | 2 | 1 | 4 | 3 | 2 | No. 12 precipitation tank used | |||||
... | ... | ... | ... | ... | 1 | 2 | 1 | 4 | 3 | 2 | No. 11 precipitation tank used | 82.3 | 4 | 80 | 736 | |||||
18 Feb., '98 to 3 Mar., '98 | No. 1 coarse bed No. 2 fine bed | Sewage which had been chemically treated and sedimented | ... | Lime | ||||||||||||||||
4 Mar., '98 to 8 Sept., '98 | No. 1 coarse bed No. 2 fine bed | Sewage which had passed through a fine screen with holes 1/8 inch diameter | ... | ... | ... | None | 1 2 1 4* 3f 2 *Increased to average of 8 hours during the experimental period. | |||||||||||||
... | ... | ... | ... | 1 2 1 4* 3f 2 -(•Reduced to 2 fillings per day during the experimental period. | 84 | 4 | 80 | 86 | ||||||||||||
9 Sept., '98 to 18 Nov. '98 | No. 1 coarse bed No. 2 fine bed | Sewage which had been settled | No. 1 settling tank | ... | None | ... | 1 | 2 | 1 | 8 average | 2 | 2 | ... | 86.6 | 4 | 80 | 866 | |||
2 Dec., '98 to 6 Jan., '99 | 1, 2,3,4 | Sewage which had been settled | ... | ... | ... | Lime | 28 | ... | ... | ... | ... | 3 | 2 | ... | 0 | |||||
7 Jan., '99 to 1 June,' 00 | 1, 2, 3, 4, 5, 6 | Sewage from which the grit had been settled | ... | ... | ... | None | ... | ... | ... | ... | ... | ... | ... | ... | 92 | 4 | 80 | 87 | ||
8 Mar., '99 | 7 | Sewage which had been chemically treated and sedimented | ... | ... | ... | Lime | ... | ... | 2 | ... | ... | 3 | ... | ... | 77 | 4 | 80 | 62 | ||
20 Mar., '99 | 8 | Sewage which had passed through a septic tank | ... | ... | ... | ... | ... | ... | 2 | ... | 3 | 1 | ... | 74 | 4 | 80 | 63 | |||
22 Sept., '99 to 16 June, '00 | 1,2, 3, 4, 5, 6 | Sewage which had passed through the closed septic tanks | ... | ... | ... | None | ... | ... | ... | ... | ... | 1 1/3 | ... | ... | 90 | 4 | 80 | 86 | ||
9 Mar., '99 to 12 May, '00 | Whit-taker No. 1 Whit- taker No. 2 | Sewage which had passed through No. 1 open septic tank | ... | ... | ... | ... | ... | Continuous met hod | ... | ... | ... | 83 4 80 73 (Purification of septic effluent) | ||||||||
2 Sept., '99 to 30 June, '00 | Sewage which had passed through No. 1 open septic tank | ... | ... | ... | ... | ... | Continuous method | ... | ... | ... | 85 4 80 82 (Purification of septic effluent) | |||||||||
1, 2, & 3 continuous | Sewage which had been screened (mesh, 37 per inch) | ... | ... | ... | ... | ... | Continuous method | ... | ... | ... | 78 | 4 | 80 | 71 | ||||||
29 Mar., '00 to 7 July, '00 | Ducat | Sewage which had been screened (3/16 inch screen) and which had passed through a small grit chamber | ... | ... | ... | ... | ... | Working alternate hours for 10 hours, rest 14 hours | ... | ... | ... | 91 to 97 | 4 | 80 | 88 to 96 |