Effluent purifying device
Abstract
Liquids such as waste water are clarified in a compact unit consisting of a conditioning stage and of a solid/liquid separating stage. In order to allow the liquids to be clarified as completely as possible in a coherent step, the downward flowing suspension under the influence of gravity is forcibly subjected to a substantially vertical acceleration superimposed on the force of gravity. Preferably, the suspension is subjected to a combination of mechanical, magnetic and electric forces. Consequently, not only a largely complete clarification of the liquid is obtained, even when said liquid entrains the most different groups of substances, but also the dwelling time during the solid/liquid separation is shortened, and the dimensions of the clarification reactor are relatively reduced.
Claims
exact text as granted — not AI-modified1 . An effluent purification plant comprising a clarification tank ( 2 ) characterized in that it includes:
a pump ( 21 , 50 ) delivering the effluent in a pulsed manner into a chamber ( 20 ) placed on the upper face of the clarification tank ( 2 ); at least one metering pump ( 22 , 23 , 24 ) for adding an effluent coagulating or flocculating reactant; and a pipe ( 25 ) taking the effluent laden with reactant(s) from said chamber into the bottom part of a flocculation vessel ( 12 ) placed inside the clarification tank, in which vessel a sludge bed forms, the effluent flowing upward through said bed and being clarified in contact with the latter.
2 . The effluent purification plant as claimed in claim 1 , characterized in that the flocculation vessel ( 12 ) comprises a frustoconical upper part ( 13 ) extended by a cylindrical lower part ( 14 ) into which the pipe ( 25 ) runs.
3 . The effluent purification plant as claimed in claim 1 or claim 2 , characterized in that the pipe ( 25 ) comprises a first tube ( 26 ), one of the ends of which runs into the chamber ( 20 ) and the other end of which is provided with radial homogenizing openings ( 28 ) and a second tube ( 27 ), of larger diameter than the diameter of the first tube ( 26 ), the upper end of which covers the homogenizing openings ( 28 ) of the first tube and the lower end of which runs into the bottom part of the frustoconical vessel ( 12 ).
4 . The effluent purification plant as claimed in one of claims 1 to 3 , characterized in that the lower part of the clarification tank ( 2 ) has a frustoconical part ( 4 ) which receives the sludge spilling over the flocculation vessel.
5 . The effluent purification plant as claimed in one of claims 1 to 4 , characterized in that in that a pump ( 8 ) extracts the sludge collected in the frustoconical part of the clarification vessel.
6 . The effluent purification plant as claimed in one of claims 1 to 5 , characterized in that calibrated openings ( 3 ) are provided in the upper part of the clarification tank ( 2 ) so as to allow the clarified effluent to be poured into a storage tank surrounding the clarification tank ( 2 ).
7 . The effluent purification plant as claimed in one of claims 1 to 6 , characterized in that the lower end of the delivery pipe ( 25 ) has a divergent frustoconical section.
8 . The effluent purification plant as claimed in one of claims 1 to 7 , characterized in that a filter material ( 8 ) is placed between the clarification tank ( 2 ) and the storage tank ( 1 ), the clarified effluent flowing through said filter material before being stored in the bottom part of the storage tank ( 1 ).
9 . The effluent purification plant as claimed in one of claims 1 to 8 , characterized in that the metering pumps ( 22 , 23 , 24 ) introduce reactants into the bottom part of the chamber ( 2 ), upstream of a static mixer ( 11 ) placed on an effluent feed pipe ( 10 ), and into the bottom of the cylindrical part of the flocculation vessel, respectively.
10 . The effluent purification plant as claimed in one of claims 1 to 9 , characterized in that it includes:
a filtration vessel ( 60 ) containing a filter material placed between the chamber ( 20 ) and the flocculation vessel ( 12 );
a wall ( 51 ) located between the flocculation vessel ( 12 ) and the filtration vessel ( 20 ); and
a discharge pipe ( 56 ), of larger diameter than the delivery pipe ( 25 ) and coaxial with the latter, extending between the wall ( 51 ) and the filtration vessel ( 20 ).
11 . The effluent purification plant as claimed in claim 10 , characterized in that the upper edge of the frustoconical part ( 13 ) of the flocculation vessel ( 12 ) is contiguous with the internal face of the tank ( 2 ).
12 . The effluent purification plant as claimed in claim 10 or claim 11 , characterized in that the filtration vessel ( 60 ) has, on its lower face, openings ( 61 ) protected by strainers ( 62 ) allowing the filtered water to flow out.
13 . The effluent purification plant as claimed in one of claims 1 to 12 , characterized in that a pump ( 36 ) sucks the clarified effluent out of the storage tank ( 1 ) and introduces it into at least one annular chamber ( 31 ), placed on the external face of the storage tank, containing a granulate that fixes bacteriological elements.
14 . The effluent purification plant as claimed in claim 13 , characterized in that the annular chambers are four in number ( 31 , 32 , 33 , 34 ), each communicating with the one adjacent thereto via a conduit ( 35 ).
15 . The effluent purification plant as claimed in either of claims 13 and 14 , characterized in that a recovery pump ( 39 ) sucks up the clarified effluent in the upper annular chamber ( 34 ) and reinjects it into the lower chambers ( 31 , 32 , 33 ).
16 . The effluent purification plant as claimed in either of claims 1 and 15 , characterized in that the storage tank ( 1 ), the clarification tank ( 2 ), the flocculation vessel ( 12 ) and the annular chambers are made of plastic.Join the waitlist — get patent alerts
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