WO1999032406A2 - Systeme perfectionne de traitement des effluents - Google Patents

Systeme perfectionne de traitement des effluents Download PDF

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Publication number
WO1999032406A2
WO1999032406A2 PCT/NZ1998/000184 NZ9800184W WO9932406A2 WO 1999032406 A2 WO1999032406 A2 WO 1999032406A2 NZ 9800184 W NZ9800184 W NZ 9800184W WO 9932406 A2 WO9932406 A2 WO 9932406A2
Authority
WO
WIPO (PCT)
Prior art keywords
treatment
effluent
filtering
filter
numeral
Prior art date
Application number
PCT/NZ1998/000184
Other languages
English (en)
Other versions
WO1999032406A3 (fr
Inventor
Ulrich Michael Rambeck
Original Assignee
Ulrich Michael Rambeck
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 Ulrich Michael Rambeck filed Critical Ulrich Michael Rambeck
Priority to AU18931/99A priority Critical patent/AU1893199A/en
Publication of WO1999032406A2 publication Critical patent/WO1999032406A2/fr
Publication of WO1999032406A3 publication Critical patent/WO1999032406A3/fr

Links

Classifications

    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00—Biological treatment of water, waste water, or sewage
    • C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
    • C02F3/327—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae characterised by animals and plants
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00—Biological treatment of water, waste water, or sewage
    • C02F3/02—Aerobic processes
    • C02F3/04—Aerobic processes using trickle filters
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00—Biological treatment of water, waste water, or sewage
    • C02F3/02—Aerobic processes
    • C02F3/04—Aerobic processes using trickle filters
    • C02F3/046—Soil filtration
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00—Technologies for wastewater treatment
    • Y02W10/10—Biological treatment of water, waste water, or sewage
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00—Technologies for wastewater treatment
    • Y02W10/30—Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy

Definitions

  • This invention relates to an effluent treating system, and is applicable particularly, but not
  • the invention may broadly be said to consist of an improved
  • the installation is comprised of at least two filtering and treatment areas. It is
  • said filter means comprises a plurality of individual filter layers through
  • the plurality of filter layers include a final filter layer, immediately under which is a top filter layer, a plurality of intermediate filter layers,
  • each filter layer is of substantially the same depth.
  • final, top, bottom and inte ⁇ nediate filter layers are arranged in order
  • the layers are arranged such that the bottom layer contains filter material having the greatest
  • the final layer contains filter material of the smallest diameter
  • the intermediate layer contains filter material of the smallest diameter
  • said filter material is comprised of gravel or some other similar type of non-
  • treatment area one As it is passed through treatment area one.
  • the final filter layer of treatment area Preferably the final filter layer of treatment area
  • one comprises a mixture of sand and bark, or some other similar combination of materials.
  • Preferably means are provided to allow the filtered effluent to pass from treatment area one
  • treatment area two contains substantially similar filter means as to those described herein for treatment area one. More
  • said filter means may be arranged in a substantially identical configuration to the
  • filter means as herein described for treatment area one.
  • the final filter layer of each treatment area is capable of supporting a
  • the final filter layer alone contains organic material such as peat or bark to achieve this.
  • treatment area one for the purpose of treating the solid material filtered
  • the plants used in treatment area one are selected from the effluent.
  • the plants used in treatment area one are selected from the plants used in treatment area.
  • the solid material More preferably the plants used in treatment area one are capable of
  • plants used in treatment area two are selected from the effluent.
  • the plants used in treatment area two are selected from the effluent.
  • the outlet water More preferably the plants used in treatment area two exhibit desirable
  • the first treatment area is elevated above the second treatment area.
  • the first treatment area is positioned
  • composition of the filtering means may be determined through a number of criteria
  • the expected volume and quality of the effluent including, but not limited to, the expected volume and quality of the effluent, the expected
  • the invention provides an effluent treatment installation including a first
  • said first treatment zone comprising filtering means for filtering out solids
  • said second treatment zone wherein the first treatment zone supports one or more first plant species capable of utilising the solids filtered out by the filtering means, said second
  • treatment zone comprising a support zone for one or more second plant species capable of
  • the second plant species are capable of releasing antibiotic secretions.
  • both the first and second plant species are helophytic.
  • the invention provides a method of effluent treatment comprising the steps
  • Figure 1 shows a two stage effluent treatment system as herein described by the
  • Figure 2 shows a cross-section of part of the effluent treatment system shown in figure
  • figure 1 a two stage botanical effluent treatment plant 1 is shown.
  • the treatment plant is separated into two areas, refeired
  • treatment area one and treatment area two shown in
  • FIG. 1 by the numerals 2 and 3 respectively.
  • treatment areas one and two will depend on a variety of criteria. In particular
  • each treatment facility may be adjusted to fit the
  • each treatment area will be
  • treatment plant The function of the treatment plant is in two stages. Firstly treatment area one separates
  • treatment area one is constructed as follows.
  • An inflow pipe 4 brings the effluent into treatment area one.
  • it In the preferred embodiment it
  • the effluent is passed over a filter bed 5, the purpose of which is to separate solid material
  • Filter bed 5 may be constructed in a variety of ways, but the general requirement is for the
  • filter material used in the bed to be arranged in order of decreasing size, such that the filter
  • treatment area two is constructed as follows.
  • Treatment area two comprises the actual cleaning and treatment area for the now solid-free
  • the inflow pipe 9 should preferably discharge the effluent into a coarse gravel area (with
  • a number of plants produce antibiotic secretions for their self-protection, thereby treating the
  • a variety of marshland plants 11 may be planted in the surface of filter bed 10,
  • stage the treated outlet water may be removed from the facility via control shaft 14
  • solid-free liquid is passing from treatment area one via filter bed 5 and outflow
  • a triangular shaped body 15 possibly but not necessarily constructed of a polyester
  • flange 16 constructed of an appropriate wastewater resistant material, such as stainless steel
  • a hole of equivalent diameter to pipe 17 is cut into the foil which encases the treatment area
  • the lowest part of pipe 18 should be level with the bottom of the
  • the pipe pieces 19a, 23 and 19b may be turned to adjust
  • filter may be adjusted, which is also substantially identical with the top level of the filter
  • the water generated through the filtering process may be suitable for irrigation or for other
  • process may assist developing communities with the production of animal fodder and/or a
  • the second stage of the facility may be positioned on the second stage of the facility.
  • outlet water is purified, thereby providing a cooling effect to the roof of the building, as
  • the system may be positioned
  • septic tanks or other similar devices.

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Water Supply & Treatment (AREA)
  • Hydrology & Water Resources (AREA)
  • Microbiology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Biotechnology (AREA)
  • Botany (AREA)
  • Hydroponics (AREA)
  • Treatment Of Biological Wastes In General (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

Le système perfectionné de traitement des effluents permet la production d'une biocénose artificielle, scellée contre le sol, de préférence d'un écoulement libre par gravité, le flux entrant (figure 1; numéros 4 et 9), le niveau d'eau (figure 2; numéros 18 et les parties jointes suivantes) et le flux sortant (figures 1 et 2; numéros 6 et 12) pouvant être modulés (figure 2; numéro 18 et parties jointes suivantes). Trois composants codépendants, à savoir du gravier en couches (figure 1; numéros 5 et 10), des micro-organismes répartis dans le gravier (figure 1; numéros 5 et 10) et des plantes (figure 1; numéros 8 et 11), permettent de créer un dispositif de traitement en deux étapes (figure 1; numéros 2 et 3) dans lequel les solides sont séparés des effluents, de sorte qu'ils restent au sommet du corps du filtre (figure 1, numéro 5), et sont transformés en une structure similaire à de la tourbe à l'aide de l'espèce végétale Phragmitis Australis (figure 1; numéro 8). L'effluent solide libre s'infiltre dans le corps de filtre (figure 1, numéro 5) et s'écoule à travers un corps triangulaire (figure 2; numéros 15, 16, 17), dans le tuyau de sortie (figure 1, numéros 6 et 12) et dans un arbre de commande (figure 1, numéro 7), jusque dans la deuxième zone de traitement (figure 1, numéro 3) où a lieu la purification finale. Une grande variété de plantes de marécages (figure 1, numéro 11) sont utilisées pour le processus de purification finale. La décharge hors de la zone de traitement est la même que celle hors de la première zone de traitement (figure 2; numéros 15, 16, 17; figure 1; numéro 2 et 6; figure 1; numéro 14). L'installation de l'invention constitue un système de remplacement des systèmes de fosses septique ou de tout autre système de traitement d'effluents.
PCT/NZ1998/000184 1997-12-19 1998-12-17 Systeme perfectionne de traitement des effluents WO1999032406A2 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU18931/99A AU1893199A (en) 1997-12-19 1998-12-17 Improved effluent treatment system

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NZ329455A NZ329455A (en) 1997-12-19 1997-12-19 Effluent treatment by two filtering and treating areas having two groups of plants
NZ329455 1997-12-19

Publications (2)

Publication Number Publication Date
WO1999032406A2 true WO1999032406A2 (fr) 1999-07-01
WO1999032406A3 WO1999032406A3 (fr) 1999-11-11

Family

ID=19926565

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/NZ1998/000184 WO1999032406A2 (fr) 1997-12-19 1998-12-17 Systeme perfectionne de traitement des effluents

Country Status (3)

Country Link
AU (1) AU1893199A (fr)
NZ (1) NZ329455A (fr)
WO (1) WO1999032406A2 (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2799457A1 (fr) * 1999-10-08 2001-04-13 Ganster Jacqueline Mongin Filtre, plante de roseaux, epurateur d'effluents domestiques , industriels, compose de 2 bassins aeres, fonctionnant, en alternance par percolation d'effluent brut sur 1m2/habitant
ES2203321A1 (es) * 2002-05-03 2004-04-01 Universidade De Santiago De Compostela Sistema modular y procedimiento para depurar líquidos residuales.
WO2004069756A1 (fr) * 2003-02-06 2004-08-19 Grafinger, Rainer Epuration biologique d'eau
WO2005108310A1 (fr) * 2004-05-07 2005-11-17 Deere & Company Installation d'epuration d'eaux usees par les plantes
FR2900921A1 (fr) * 2006-05-09 2007-11-16 Philippe Michel Procede et installation de traitement d'effluents
US7407577B2 (en) 2004-09-17 2008-08-05 Curt Kerns Tertiary filter septic system and method
ITFI20100229A1 (it) * 2010-11-19 2012-05-19 Initram Impresa Italia S R L Flangia bidirezionale per tubi passa guaina in pvc.
FR2975390A1 (fr) * 2011-05-17 2012-11-23 Leroux Philippe Paul Dispositif d'epuration d'eaux usees domestiques

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5174897A (en) * 1991-09-24 1992-12-29 The United States Of America As Represented By The Secretary Of Agriculture Constructed wetlands to control nonpoint source pollution
DE4332234A1 (de) * 1993-09-22 1995-03-23 Axel Dipl Ing Buechner Phytomechanische Kläranlage zur Abwasserbehandlung in geschlossenen Wasserkreisläufen
DE4422496A1 (de) * 1994-06-28 1996-01-11 Juergen Stadelmann Inverses Bio-Filter
DE29613235U1 (de) * 1996-07-31 1996-10-02 Heinrich Dernbach GmbH ökologisch-landschaftsbezogene Systemberatung, 45476 Mülheim Horizontal und vertikal durchströmte Pflanzenkläranlage
DE29707646U1 (de) * 1997-04-23 1997-08-07 Fahry, Thomas, 13357 Berlin Kläranlage zum biologischen Reinigen von organisch belastetem Abwasser

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5174897A (en) * 1991-09-24 1992-12-29 The United States Of America As Represented By The Secretary Of Agriculture Constructed wetlands to control nonpoint source pollution
DE4332234A1 (de) * 1993-09-22 1995-03-23 Axel Dipl Ing Buechner Phytomechanische Kläranlage zur Abwasserbehandlung in geschlossenen Wasserkreisläufen
DE4422496A1 (de) * 1994-06-28 1996-01-11 Juergen Stadelmann Inverses Bio-Filter
DE29613235U1 (de) * 1996-07-31 1996-10-02 Heinrich Dernbach GmbH ökologisch-landschaftsbezogene Systemberatung, 45476 Mülheim Horizontal und vertikal durchströmte Pflanzenkläranlage
DE29707646U1 (de) * 1997-04-23 1997-08-07 Fahry, Thomas, 13357 Berlin Kläranlage zum biologischen Reinigen von organisch belastetem Abwasser

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
DERWENT ABSTRACT, Accession Number 90-381851/51, Class D15, F09; & SU 1542919 A (ASTRAKHAN CELL-PAPE) 15 February 1990. *

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001027039A1 (fr) * 1999-10-08 2001-04-19 Pierre Mongin Procede d'epuration des effluents urbains, agricoles ou industriels
FR2799457A1 (fr) * 1999-10-08 2001-04-13 Ganster Jacqueline Mongin Filtre, plante de roseaux, epurateur d'effluents domestiques , industriels, compose de 2 bassins aeres, fonctionnant, en alternance par percolation d'effluent brut sur 1m2/habitant
ES2203321A1 (es) * 2002-05-03 2004-04-01 Universidade De Santiago De Compostela Sistema modular y procedimiento para depurar líquidos residuales.
US7332082B2 (en) 2003-02-06 2008-02-19 Rainer Grafinger System and method for biological purification of water
WO2004069756A1 (fr) * 2003-02-06 2004-08-19 Grafinger, Rainer Epuration biologique d'eau
WO2005108310A1 (fr) * 2004-05-07 2005-11-17 Deere & Company Installation d'epuration d'eaux usees par les plantes
US7718062B2 (en) * 2004-05-07 2010-05-18 Deere & Company Wastewater purification plant by means of plants
US7695620B2 (en) 2004-09-17 2010-04-13 Curt Kerns Tertiary filter septic system and method
US7407577B2 (en) 2004-09-17 2008-08-05 Curt Kerns Tertiary filter septic system and method
EP1857419A1 (fr) * 2006-05-09 2007-11-21 M. Philippe Michel Procede et installation de traitement d'effluents
FR2900921A1 (fr) * 2006-05-09 2007-11-16 Philippe Michel Procede et installation de traitement d'effluents
ITFI20100229A1 (it) * 2010-11-19 2012-05-19 Initram Impresa Italia S R L Flangia bidirezionale per tubi passa guaina in pvc.
FR2975390A1 (fr) * 2011-05-17 2012-11-23 Leroux Philippe Paul Dispositif d'epuration d'eaux usees domestiques

Also Published As

Publication number Publication date
AU1893199A (en) 1999-07-12
NZ329455A (en) 1998-05-27
WO1999032406A3 (fr) 1999-11-11

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