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]
This page requires JavaScript
64
65
No. | Name of town or district. | Time during which the beds 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 | Number of fillings per 24 hours. | Number of contacts in successive beds. | Quantity of sewage treated in 24 hours, per acre of bed, one foot deep. Calculated for the purpose of comparison. | Average percentage purification effected on the crude sewage, as measured by the relative quantities of | |||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Occupied in filling the beds | During which the beds remained full (contact period). | Occupied in emptying the beds. | During which the beds remained empty (aeration period). | 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 bed effluent. | |||||||||||||||||
Capacity. | Length. | Bate of flow of sewage through the tanks. | ||||||||||||||||||||
Name of chemical. | Grains per gallon of sewage. | |||||||||||||||||||||
Average percentage purification | Number of hours occupied in absorption | Temperature at which absorption took place ???. | ||||||||||||||||||||
Gallons. | Feet. | Gallons per day. | Gallons. | |||||||||||||||||||
11 | Burslem | Sewage which has been screened and passed through a septic tank | 2 | 4 | 3 | 3 | 242,000 | |||||||||||||||
12 | Bury | Since Mar., 1900 | Sewage which has passed through a screening tank and been chemically treated and sedimented | 50,000 (each) 6 circular precipitation tanks | 2,000,000 | Ferro-zone or alumino-ferric | 6 to 7 | 1½ | 1½ | 1½ | 1½ | 4 | 333,333 | |||||||||
13 | Cambridge | Storm flow more especially | • •• | Streaming method of supply to beds | ||||||||||||||||||
14 | Carlisle | 2 years | Sewage which has been screened • | 1½ | 2 | 1½ | 2 | 3 | 2 | 223,926 | 38 | 4 | 80 | 40 | ||||||||
Nigh t sewage is treated contin uously in thes e beds | (by coarse bed) | |||||||||||||||||||||
47 | 4 | 80 | 49 | |||||||||||||||||||
(by coarse bed and sand) | ||||||||||||||||||||||
58 | 4 | 80 | 52 | |||||||||||||||||||
(by experimental bed, 1/8 in. mesh) | ||||||||||||||||||||||
79 | 4 | 80 | 75 | |||||||||||||||||||
(by experimental bed, 1/32 in. mesh) | ||||||||||||||||||||||
15 | Croydon | 2 years | Sewage which has been screened | 41,000 | 1,500 | 450,000 | 11/3 | 2 | 11/3 | 2½ | 2 | 1 | 169,500 | 63.8 | 4 | 60.7 | ||||||
16 | Darwen | About 3 years | 1 to 5 | Sewage which has passed through a precipitation tank to remove as much solid matter as possible | Capacity about one day's dry weather flow. | Alumino-ferric | 7 | 8 | hours | 4 | 2 | 1 | 333,333 | |||||||||
17 | Epsom | ... | .... | In one case sewage from a septic tank, and in the other case sewage from land | ... | ... | ... | 2 | 3 |