FR2920317A1 - System placed in an outlet of septic tank for filtering wastewater, comprises horizontally or quasi horizontally disposed tubular cartridges filled with removable filter materials and traversed by wastewater along its longitudinal axis - Google Patents
System placed in an outlet of septic tank for filtering wastewater, comprises horizontally or quasi horizontally disposed tubular cartridges filled with removable filter materials and traversed by wastewater along its longitudinal axis Download PDFInfo
- Publication number
- FR2920317A1 FR2920317A1 FR0706012A FR0706012A FR2920317A1 FR 2920317 A1 FR2920317 A1 FR 2920317A1 FR 0706012 A FR0706012 A FR 0706012A FR 0706012 A FR0706012 A FR 0706012A FR 2920317 A1 FR2920317 A1 FR 2920317A1
- Authority
- FR
- France
- Prior art keywords
- wastewater
- layer
- outlet
- layers
- filtration system
- 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.)
- Withdrawn
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Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
- C02F1/004—Processes for the treatment of water whereby the filtration technique is of importance using large scale industrial sized filters
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/281—Treatment of water, waste water, or sewage by sorption using inorganic sorbents
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
- C02F2201/006—Cartridges
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/24—Separation of coarse particles, e.g. by using sieves or screens
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2307/00—Location of water treatment or water treatment device
- C02F2307/08—Treatment of wastewater in the sewer, e.g. to reduce grease, odour
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Filtration Of Liquid (AREA)
Abstract
Description
SYSTEME DE FILTRATION A CARTOUCHE POUR ASSAINISSEMENT DES EAUX USEES. CARTRIDGE FILTRATION SYSTEM FOR SANITATION OF WASTEWATER.
Domaine technique Technical area
La présente invention se rapporte aux systèmes de filtration des eaux usées utilisables en sortie de fosse septique. The present invention relates to wastewater filtration systems that can be used at the outlet of a septic tank.
lo Etat de la technique antérieure The state of the prior art
Il existe dans l'état de la technique plusieurs systèmes de filtration des eaux usées. La plupart de ces systèmes utilisent des roches poreuses de granulométrie décroissante dans le sens 15 d'écoulement des eaux usées, le mode de filtration étant dans tous les cas de sens vertical. On considère le brevet GB1487914 comme un exemple représentatif de l'état de la technique. De plus, ces systèmes présentent parfois des évents 20 permettant une ventilation du système de filtration. Ce type de système permet une bonne filtration des eaux usées, cependant le remplacement des filtres usagés est difficile. There are several wastewater filtration systems in the state of the art. Most of these systems use porous rocks of decreasing grain size in the direction of sewage flow, the filtration mode being vertical in all cases. GB1487914 is considered as a representative example of the state of the art. In addition, these systems sometimes have vents 20 allowing ventilation of the filtration system. This type of system allows good filtration of wastewater, however the replacement of used filters is difficult.
Pour remédier à cet inconvénient, l'invention est un système 25 de filtration des eaux usées placé en sortie de fosse septique, caractérisé en ce qu'il comprend au moins une cartouche tubulaire, remplie de matériaux filtrants amovibles, disposée en position horizontale ou quasi horizontale, et apte à être traversée selon son axe longitudinal par les eaux usées issues de la fosse septique. Ce système de filtration des eaux usées est caractérisé en ce qu'il contient n couches de matériaux filtrants de granulométrie décroissante dans le sens d'écoulement des eaux usées placé transversalement à l'axe du tube. To remedy this drawback, the invention is a wastewater filtration system 25 placed at the outlet of a septic tank, characterized in that it comprises at least one tubular cartridge, filled with removable filtering materials, arranged in a horizontal or quasi-horizontal position. horizontal, and able to be crossed along its longitudinal axis by sewage from the septic tank. This wastewater filtration system is characterized in that it contains n layers of filtering material of decreasing particle size in the direction of flow of wastewater placed transversely to the axis of the tube.
Enoncé des figures La figure 1 est une vue en coupe d'une cartouche 1 selon la lo forme préférée de réalisation de l'invention. La figure 2 est une vue en perspective de l'invention présentant deux cartouches de dérivation. DESCRIPTION OF THE FIGURES FIG. 1 is a sectional view of a cartridge 1 according to the preferred embodiment of the invention. Figure 2 is a perspective view of the invention showing two bypass cartridges.
L'invention est un système de filtration des eaux usées placé 15 en sortie de fosse septique, caractérisé en ce qu'il comprend au moins une cartouche tubulaire, remplie de matériaux filtrants amovibles, disposée en position horizontale ou quasi horizontale, et apte à être traversée selon son axe longitudinal par les eaux usées issues de la fosse septique. 20 Il contient n couches de matériaux filtrants de granulométrie décroissante dans le sens d'écoulement des eaux usées placé transversalement à l'axe du tube ainsi que deux couches de désengorgement constituées de pouzzolane à forte 25 granulométrie (20/40 mm). The invention is a wastewater filtration system placed at the outlet of a septic tank, characterized in that it comprises at least one tubular cartridge, filled with removable filtering materials, arranged in a horizontal or almost horizontal position, and capable of being crossing along its longitudinal axis by sewage from the septic tank. It contains n layers of filtering material of decreasing grain size in the direction of flow of the wastewater placed transversely to the axis of the tube as well as two layers of decongestion consisting of pozzolana with a large particle size (20/40 mm).
Les couches de désengorgement sont placées à l'entrée et à la sortie de la cartouche. The decongestion layers are placed at the inlet and the outlet of the cartridge.
Le système comporte une grille de rétention des éléments filtrants de faible granulosité, entre la dernière couche de matériel filtrant et la couche de désengorgement adjacente. The system comprises a retention grid of the filter elements of low granulosity, between the last layer of filter material and the adjacent decongestion layer.
s II présente un grillage de rétention à chaque extrémité de la cartouche. It has a retention grid at each end of the cartridge.
II comporte à chaque extrémité un tampon amovible de fermeture percé dans sa partie haute pour le tampon d'entrée et lo dans sa partie basse pour le tampon de sortie. It comprises at each end a removable closure pad pierced in its upper part for the input buffer and lo in its lower part for the output buffer.
Ce système peut comporter une ou plusieurs cartouches de dérivation des eaux usées, reliées par un collecteur d'entrée et de sortie. Exemple préféré de réalisation de l'invention This system may include one or more wastewater bypass cartridges, connected by an inlet and outlet manifold. Preferred embodiment of the invention
L'invention est un système de filtration des eaux usées placé en sortie de fosse septique, caractérisé en ce qu'il comprend au 20 moins une cartouche tubulaire 1 disposée en position horizontale ou quasi horizontale, et apte à être traversée selon son axe longitudinal par les eaux usées issues de la fosse septique, la cartouche est remplie de matériaux filtrants remplaçables, que l'on peut ainsi changer une fois qu'ils sont saturés. C'est la disposition en 25 cartouche qui permet de remplacer facilement le matériel filtrant. Les matériaux filtrants sont disposés en n couches de granulométrie décroissante dans le sens d'écoulement des eaux usées, placées transversalement à l'axe du tube. 15 Les couches sont disposées dans le sens de circulation des eaux usées, transversalement à l'axe du tube, une première couche 2, constituée de pouzzolane de 30/40mm qui s'étend sur 100mm d'épaisseur, puis une deuxième couche 2' de pouzzolane de 8/12mm de granulométrie s'entendant sur 1050mm, précédant une couche 2" de zéolite de granulométrie 2/5mm et de longueur 1500mm, une quatrième couche 2"' en zéolite de granulométrie 0.5/2.5mm sur 250mm d'épaisseur, une grille de rétention de la zéolite 0.5/2.5mrn, et une couche de pouzzolane similaire à la io première (sur 100mm et de granulométrie 30/40. The invention is a wastewater filtration system placed at the outlet of a septic tank, characterized in that it comprises at least one tubular cartridge 1 arranged in a horizontal or almost horizontal position and capable of being traversed along its longitudinal axis by wastewater from the septic tank, the cartridge is filled with replaceable filter materials, which can be changed once they are saturated. It is the cartridge arrangement that makes it easy to replace the filter material. The filter materials are arranged in n layers of decreasing grain size in the direction of flow of wastewater, placed transversely to the axis of the tube. The layers are arranged in the direction of circulation of wastewater, transversely to the axis of the tube, a first layer 2, consisting of 30 / 40mm pozzolan which extends over 100mm thick, then a second layer 2 ' pozzolan 8 / 12mm grain size over 1050mm, preceding a layer 2 "zeolite grain size 2 / 5mm and length 1500mm, a second layer 2" zeolite 0.5 / 2.5mm particle size on 250mm thick , a zeolite 0.5 / 2.5mrn retention grid, and a layer of pozzolan similar to the first one (over 100mm and with a 30/40 particle size distribution).
On place un grillage 5 de type PVC de maille 10mm à chaque extrémité pour retenir le filtre et ainsi faciliter la pose des tampons. Enfin on dispose les tampons sur le tube annelé en plaçant au 15 préalable un joint caoutchouc (type joint à lèvre). Dans chaque tampon est pratiqué une ouverture de diamètre 110 pour les tuyaux d'arrivée et de sortie des eaux usées. A 10 mm PVC mesh is placed at each end to retain the filter and thus facilitate the installation of the pads. Finally, the buffers are placed on the corrugated tube by first placing a rubber seal (lip seal type). In each pad is made an opening of diameter 110 for the pipes of arrival and discharge of wastewater.
Le système contient deux couches de désengorgement 20 constituées de pouzzolane à forte granulométrie (20/40 mm), cela permet d'éviter un engorgement du système nuisible au bon fonctionnement du système de filtration. Ces couches de désengorgement sont placées à l'entrée et à la sortie de la cartouche. 25 A l'intérieur de la cartouche est disposée une grille de rétention des éléments filtrants de faible granulosité, entre la dernière couche de matériel filtrant et la couche de désengorgement adjacente. Cela permet d'éviter un mélange entre les deux couches et permet de plus de retenir une partie du filtrat de manière à en empêcher le contact avec la couche de désengorgement de sortie. The system contains two uncoupling layers 20 made of pozzolan with a large particle size (20/40 mm), which makes it possible to avoid clogging of the system which is detrimental to the proper functioning of the filtration system. These uncoupling layers are placed at the entrance and exit of the cartridge. Inside the cartridge is arranged a retention grid of the filter elements of low granulosity, between the last layer of filter material and the adjacent decongestion layer. This makes it possible to avoid mixing between the two layers and also makes it possible to retain a portion of the filtrate so as to prevent it from contact with the outlet decongestion layer.
s On dispose de même un grillage de rétention des éléments internes à la cartouche à chaque extrémité de la cartouche pour en faciliter la manipulation. s There is also a retention grid for the internal elements of the cartridge at each end of the cartridge to facilitate handling.
La cartouche comporte à chaque extrémité un tampon io amovible de fermeture percé dans sa partie haute pour le tampon d'entrée et dans sa partie basse pour le tampon de sortie, et dont la mise en place est facilitée par les grilles de rétention citées plus haut. The cartridge comprises at each end a removable closure buffer pierced in its upper part for the input buffer and in its lower part for the output buffer, and whose installation is facilitated by the retention grids mentioned above. .
15 On prendra soin d'insérer un élément d'étanchéité tel qu'un joint pour éviter toute fuite au niveau des l'entrée et sortie. Care should be taken to insert a sealing element such as a seal to prevent leakage at the inlet and outlet.
Le système peut comporter une ou plusieurs cartouches de dérivation des eaux usées, reliées par un collecteur d'entrée et de 20 sortie, celles-ci permettent d'adapter la filtration à la quantité d'eaux usées à filtrer, ainsi qu'une filtration de meilleure qualité. 25 The system may comprise one or more wastewater bypass cartridges, connected by an inlet and outlet manifold, these allow the filtration to be adapted to the quantity of wastewater to be filtered, as well as filtration. better quality. 25
Claims (9)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0706012A FR2920317A1 (en) | 2007-08-27 | 2007-08-27 | System placed in an outlet of septic tank for filtering wastewater, comprises horizontally or quasi horizontally disposed tubular cartridges filled with removable filter materials and traversed by wastewater along its longitudinal axis |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0706012A FR2920317A1 (en) | 2007-08-27 | 2007-08-27 | System placed in an outlet of septic tank for filtering wastewater, comprises horizontally or quasi horizontally disposed tubular cartridges filled with removable filter materials and traversed by wastewater along its longitudinal axis |
Publications (1)
Publication Number | Publication Date |
---|---|
FR2920317A1 true FR2920317A1 (en) | 2009-03-06 |
Family
ID=39205130
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR0706012A Withdrawn FR2920317A1 (en) | 2007-08-27 | 2007-08-27 | System placed in an outlet of septic tank for filtering wastewater, comprises horizontally or quasi horizontally disposed tubular cartridges filled with removable filter materials and traversed by wastewater along its longitudinal axis |
Country Status (1)
Country | Link |
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FR (1) | FR2920317A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103130351A (en) * | 2013-03-22 | 2013-06-05 | 武汉大学 | Sewage oil remover |
RU2624856C1 (en) * | 2016-07-27 | 2017-07-07 | Общество с ограниченной ответственностью "Герметизирующие материалы" | Method of process liquid pumping in the well and plant for its implementation |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2145887A5 (en) * | 1971-07-09 | 1973-02-23 | Raffin Maurice | Industrial and domestic waste treatment - by replaceable filters |
FR2798301A1 (en) * | 1999-09-14 | 2001-03-16 | Vito Calvaruso | Filtration device for treating industrial effluent and waste water has cartridge containing expanded perlite having variable grain size |
WO2002022510A1 (en) * | 2000-09-13 | 2002-03-21 | Rootzone Australia Pty Ltd | Polluted water treatment system |
US6531063B1 (en) * | 1994-06-20 | 2003-03-11 | Jane Anne Rose | Zeolite bed leach septic system and method for wastewater treatment |
US20050279709A1 (en) * | 2003-05-05 | 2005-12-22 | Peters John Jr | System and process for treating storm water |
-
2007
- 2007-08-27 FR FR0706012A patent/FR2920317A1/en not_active Withdrawn
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2145887A5 (en) * | 1971-07-09 | 1973-02-23 | Raffin Maurice | Industrial and domestic waste treatment - by replaceable filters |
US6531063B1 (en) * | 1994-06-20 | 2003-03-11 | Jane Anne Rose | Zeolite bed leach septic system and method for wastewater treatment |
FR2798301A1 (en) * | 1999-09-14 | 2001-03-16 | Vito Calvaruso | Filtration device for treating industrial effluent and waste water has cartridge containing expanded perlite having variable grain size |
WO2002022510A1 (en) * | 2000-09-13 | 2002-03-21 | Rootzone Australia Pty Ltd | Polluted water treatment system |
US20050279709A1 (en) * | 2003-05-05 | 2005-12-22 | Peters John Jr | System and process for treating storm water |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103130351A (en) * | 2013-03-22 | 2013-06-05 | 武汉大学 | Sewage oil remover |
CN103130351B (en) * | 2013-03-22 | 2013-11-13 | 武汉大学 | Sewage oil remover |
RU2624856C1 (en) * | 2016-07-27 | 2017-07-07 | Общество с ограниченной ответственностью "Герметизирующие материалы" | Method of process liquid pumping in the well and plant for its implementation |
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ST | Notification of lapse |
Effective date: 20100430 |