GB190111368A - Improvements connected with Filters and in Apparatus for Automatically Alternating the Delivery of Liquid or Sewage thereto more particularly applicable to Bacteriological Filters - Google Patents

Improvements connected with Filters and in Apparatus for Automatically Alternating the Delivery of Liquid or Sewage thereto more particularly applicable to Bacteriological Filters

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Publication number
GB190111368A
GB190111368A GB190111368DA GB190111368A GB 190111368 A GB190111368 A GB 190111368A GB 190111368D A GB190111368D A GB 190111368DA GB 190111368 A GB190111368 A GB 190111368A
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GB
United Kingdom
Prior art keywords
bed
liquid
filters
pipe
sewage
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
Inventor
James Cracroft Haller
Robert Hope Machell
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Application granted granted Critical
Publication of GB190111368A publication Critical patent/GB190111368A/en
Expired legal-status Critical Current

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  • Filtration Of Liquid (AREA)

Abstract

11,368. Haller, J. C., and Machell, R. H. June 4. Sewage and foul waters, treating bacteriological processes; precipitating; filtering.-Relates to the automatic delivery of sewage or other liquids and their discharge from three settling-tanks or filters, in repeated cycles, the liquid being allowed to rest for a given period in each tank and being drawn off slowly, a sufficient interval being also allowed for aeration of the filtering-materials after each discharge. The sewage from the main sewer a passes through one or both of the detritus tanks b, c, where floating matter and sediment are collected. Thence the sewage passes to a tank d, from which it is distributed to tanks for treatment by anaerobic micro - organisms. The sludge from these tanks is forced through conduits f to pits g where it solidifies. The effluent from the tanks is distributed by a conduit to aerobic filter beds A, B, C, D, of which one is always held in reserve. The floors of these filters are drained by agricultural drain tiles, and above these are layers of limestone and coke, breeze, or other hard materials, intermixed with sufficient limestone to take up the carbonic acid from the liquid. The liquid is distributed evenly and slowly over these filters by means of horizontal channels, shown in Fig. 1, which are supported at the surface of the bed by short vertical pipes resting on a solid foundation in order to render the channels independent of the bed and thereby to insure an equal distribution of the liquid. The pipes supporting the bed are filled with the filtering-media. The slow filling and discharging of the filter beds is automatically effected by the overflow from the bed last filled. Thus, when A is full, the liquid overflows by a pipe o into the compartment p of its own closing chamber P (shown separately in Fig. 4), and raises the floating arm r, through which the liquid flows to a chamber s, and there it raises the floating cylinder t and thereby actuates a lever u which slides a valve v over the inlet pipe o of the bed A and cuts off the supply. From the chamber s, the liquid passes on by a pipe not shown to the opening chamber of the bed B, which is exactly similar to that of A shown at x, Fig. 4. Here it raises the floating cylinder y and thereby operates the lever z which moves the slide valve v so as to open the inlet to the bed B. Also, when the liquid has reached a certain height in A it flows by a pipe not shown to the outlet chamber 6 (shown separately in Fig. 6) of the bed C and raises the balance float 6 so as to depress outlet pipe 8. The liquid in the bed C is thus discharged through its outlet chamber and the pipe 8 to a conduit 11 whence it is distributed over earth filter beds 12 for final filtration. In a similar manner, when the bed B fills, it automatically closes its own inlet valve, opens the inlet valve of the bed C, and opens the outlet valve of the bed A which has been resting, and the cycle is repeated as long as the liquid flows into the beds A, B, C. The bed D replaces one of the beds A, B, C from time to time, as required.
GB190111368D 1901-06-04 1901-06-04 Improvements connected with Filters and in Apparatus for Automatically Alternating the Delivery of Liquid or Sewage thereto more particularly applicable to Bacteriological Filters Expired GB190111368A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB190111368T 1901-06-04

Publications (1)

Publication Number Publication Date
GB190111368A true GB190111368A (en) 1902-04-24

Family

ID=32422628

Family Applications (1)

Application Number Title Priority Date Filing Date
GB190111368D Expired GB190111368A (en) 1901-06-04 1901-06-04 Improvements connected with Filters and in Apparatus for Automatically Alternating the Delivery of Liquid or Sewage thereto more particularly applicable to Bacteriological Filters

Country Status (1)

Country Link
GB (1) GB190111368A (en)

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