EP1220963A1 - Verfahren zum minimieren des neuwassereinsatzes im wasserkreislauf bei einer aufbereitungsanlage - Google Patents

Verfahren zum minimieren des neuwassereinsatzes im wasserkreislauf bei einer aufbereitungsanlage

Info

Publication number
EP1220963A1
EP1220963A1 EP00969229A EP00969229A EP1220963A1 EP 1220963 A1 EP1220963 A1 EP 1220963A1 EP 00969229 A EP00969229 A EP 00969229A EP 00969229 A EP00969229 A EP 00969229A EP 1220963 A1 EP1220963 A1 EP 1220963A1
Authority
EP
European Patent Office
Prior art keywords
water
suspension
water stream
clear water
stream
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Withdrawn
Application number
EP00969229A
Other languages
German (de)
English (en)
French (fr)
Inventor
Martin Bender
Michael Langen
Jörg WOLTERS
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.)
Der Gruene Punkt Duales System Deutschland AG
Original Assignee
Der Gruene Punkt Duales System Deutschland AG
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 Der Gruene Punkt Duales System Deutschland AG filed Critical Der Gruene Punkt Duales System Deutschland AG
Publication of EP1220963A1 publication Critical patent/EP1220963A1/de
Withdrawn legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/24Treatment of water, waste water, or sewage by flotation
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/38Treatment of water, waste water, or sewage by centrifugal separation
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • DTEXTILES; PAPER
    • D21PAPER-MAKING; PRODUCTION OF CELLULOSE
    • D21BFIBROUS RAW MATERIALS OR THEIR MECHANICAL TREATMENT
    • D21B1/00Fibrous raw materials or their mechanical treatment
    • D21B1/04Fibrous raw materials or their mechanical treatment by dividing raw materials into small particles, e.g. fibres
    • D21B1/12Fibrous raw materials or their mechanical treatment by dividing raw materials into small particles, e.g. fibres by wet methods, by the use of steam
    • D21B1/30Defibrating by other means
    • D21B1/32Defibrating by other means of waste paper
    • DTEXTILES; PAPER
    • D21PAPER-MAKING; PRODUCTION OF CELLULOSE
    • D21FPAPER-MAKING MACHINES; METHODS OF PRODUCING PAPER THEREON
    • D21F1/00Wet end of machines for making continuous webs of paper
    • D21F1/66Pulp catching, de-watering, or recovering; Re-use of pulp-water
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/26Nature of the water, waste water, sewage or sludge to be treated from the processing of plants or parts thereof
    • C02F2103/28Nature of the water, waste water, sewage or sludge to be treated from the processing of plants or parts thereof from the paper or cellulose industry
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/64Paper recycling

Definitions

  • the invention relates to a method for minimizing the use of new water in the water cycle in a treatment plant.
  • a control technology-based method for minimizing the use of water in a water cycle of a paper / pulp or wood factory is described in WO 99/01612.
  • the concentration of contaminants is regulated either in the paper machine circuit and / or in a filtrate circuit, preferably in the last filtrate circuit, whereupon the discharge of the contaminants and also the fresh water supply are regulated.
  • sensors are available at suitable points in the water circuit with which certain parameters, which are a measure of the concentration of contaminants, are to be recorded. In particular, this includes determining the turbidity and the cationic requirement.
  • the invention provides a method for minimizing the use of new water in the water cycle in a treatment plant, in which
  • a) cleaning and / or disintegration of the material to be processed is carried out in a treatment stage by means of water, the material to be processed being separated into different, not necessarily pure, components, at least one of which is withdrawn from the treatment stage;
  • the suspension containing the remaining components is subjected to mechanical cleaning, in which solid particles, the dimensions of which exceed certain threshold values, are withdrawn from the suspension;
  • the mechanically cleaned suspension is divided into a first process water stream and a second process water stream
  • the biologically clarified clear water flow is introduced as fresh water flow into the first and / or into the second clear water flow, the ratio of the first process water flow to the second process water flow and the first clear water flow to the second clear water flow is determined in advance, depending on the material entered in the treatment stage and on the type of mechanical cleaning and on the type of chemical-physical clarification, and the water cycle is essentially closed is, fresh water is only supplied when the concentration of dissolved organic and inorganic substances exceeds a predetermined threshold.
  • the invention takes advantage of the fact that the material to be treated has a previously known and sufficiently constant composition, so that certain contaminants and contaminants can be effectively removed from the water cycle without the need for constant fresh water supply.
  • Wet separation then generally relates to lightweight packaging, that is to say plastics, aluminum, cardboard / film composites, paper composites and other composites which still have dirt and contaminants, if they have been treated in accordance with the process described in WO 98/18607, for example, that metallic substances and certain plastics no longer get wet separation.
  • contaminants and contaminants can then be removed from the water cycle in an effective manner.
  • the following steps are used individually or in combination in the mechanical cleaning after step b): b-1) sieving the suspension; a sieve with a mesh size of 2 to 6 mm, more preferably with a mesh size of 4 mm, is preferably used.
  • the screening removes coarse organic dirt, such as plastic fragments.
  • the suspension Passing the suspension through a hydrocyclone, the heavy portion being contained in the underflow and the other portion being contained in the overflow.
  • the suspension would mainly still contain paper fibers, inorganic heavy dirt being removed from the hydrocyclone as the underflow.
  • the overflow also contains the paper fibers and organic fine dirt.
  • a filter with a pore size in the range of 150 ⁇ m being preferably used.
  • the pore size is measured according to the size of the parts that are to be retained. The specified value effectively separates the paper fibers.
  • the paper fiber remains on the filter and can be used later, for example to an old paper mill.
  • step c-2 the following steps are carried out individually or in combination in the chemical-physical clarification according to step c-2):
  • the biological clarification usually takes place in the municipal sewage treatment plant.
  • water treatment is in the foreground, not the extraction of paper fibers.
  • Figure 1 shows a water cycle in a processing plant for light packaging
  • FIG. 2 shows schematically the details of the mechanical cleaning.
  • the material to be processed which has its origin, for example, from the collection of the dual system in the yellow sack or in the yellow bin, has been pre-processed, whereby metallic and non-metallic materials have been at least partially separated out by appropriate sorting and separation processes .
  • mainly lightweight packaging that is plastics, aluminum, cardboard-film composites, paper composites and other composites that are contaminated with food residues, sand, plastic chips, metal particles and the like are processed.
  • LVP contaminated lightweight packagings
  • the treatment stage 10 can consist, for example, of a pulper in which the paper fibers are dissolved by stirring. Heavy contaminants, such as stones, metals, will sink to the bottom of the pulp and can be taken off there as the residue R.
  • a suspension S emerges from the treatment stage 10 and is subjected to a mechanical cleaning 20 in which all the suspended particles contained in the suspension are removed as far as possible. Details of the mechanical cleaning are explained below with reference to FIG. 2.
  • the mechanically cleaned suspension is divided into two still cloudy process water flows P1 and P2.
  • the first process water flow P1 is returned to the treatment stage 10, the second process water flow P2 is subjected to the chemical-physical clarification 30.
  • the relationship between the first process water flow Pl and the second process water flow P2 is determined in advance. In structural terms, this is expressed in appropriately chosen Pipe diameters for the water pipe.
  • an extensive solid / liquid separation takes place according to known measures, such as flocculation, whereby flocculated material and possibly sediment are drawn off.
  • the chemically-physically clarified process water is then divided into two clear water streams Kl, K2.
  • the first clear water stream K 1 can be reintroduced into the upstream process at various points, for example into the suspension S, but also, if the process requires, into the first process water stream P 1, as shown in FIG.
  • FIG. 1 shows the introduction into the first process water flow Pl, which can take place directly or indirectly via the first sewage water flow Kl.
  • FIG. 2 shows details of mechanical cleaning.
  • the suspension S (FIG. 1) emerging from the treatment stage 10 is passed over a sieve 21 which has a relatively large hole diameter, for example 4 mm. Here plastic particles and other coarse dirt are separated out.
  • the suspension which in the case described still contains the paper fibers and fine dirt, is introduced into a hydrocyclone 22, in which, as usual, heavy separation takes place in the lower reaches.
  • the overflow also contains the paper fibers.
  • heavy inorganic dirt such as sand, discarded.
  • the paper fiber suspension is then brought further to a filter system 23, which consists, for example, of a multiplicity of circular filters which are connected in series, the pore size of these filters being of the order of 150 ⁇ m.
  • the paper fibers are deposited on the filters and can be passed on to waste paper mills. Process water flows P1, P2 are led to treatment stage 10 or to chemical-physical clarification 30 (FIG. 1).

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Hydrology & Water Resources (AREA)
  • Mechanical Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Microbiology (AREA)
  • Analytical Chemistry (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Paper (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Physical Water Treatments (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)
  • Biological Treatment Of Waste Water (AREA)
EP00969229A 1999-10-12 2000-09-26 Verfahren zum minimieren des neuwassereinsatzes im wasserkreislauf bei einer aufbereitungsanlage Withdrawn EP1220963A1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE1999149265 DE19949265C2 (de) 1999-10-12 1999-10-12 Verfahren zum Minimieren des Neuwassereinsatzes im Wasserkreislauf bei einer Aufbereitungsanlage
DE19949265 1999-10-12
PCT/DE2000/003363 WO2001027383A1 (de) 1999-10-12 2000-09-26 Verfahren zum minimieren des neuwassereinsatzes im wasserkreislauf bei einer aufbereitungsanlage

Publications (1)

Publication Number Publication Date
EP1220963A1 true EP1220963A1 (de) 2002-07-10

Family

ID=7925438

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00969229A Withdrawn EP1220963A1 (de) 1999-10-12 2000-09-26 Verfahren zum minimieren des neuwassereinsatzes im wasserkreislauf bei einer aufbereitungsanlage

Country Status (21)

Country Link
US (1) US6767463B1 (pt)
EP (1) EP1220963A1 (pt)
JP (1) JP2003517916A (pt)
KR (1) KR20020047223A (pt)
CN (1) CN1378611A (pt)
AR (1) AR025977A1 (pt)
AU (1) AU7901900A (pt)
BG (1) BG106668A (pt)
BR (1) BR0014692A (pt)
CA (1) CA2387140A1 (pt)
CZ (1) CZ20021267A3 (pt)
DE (1) DE19949265C2 (pt)
EE (1) EE200200186A (pt)
HK (1) HK1049507A1 (pt)
HU (1) HUP0301638A2 (pt)
IL (1) IL148950A0 (pt)
NZ (1) NZ517960A (pt)
PL (1) PL354313A1 (pt)
RU (1) RU2002110109A (pt)
SK (1) SK4872002A3 (pt)
WO (1) WO2001027383A1 (pt)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101798766A (zh) * 2010-04-02 2010-08-11 福建农林大学 中密度纤维板生产中的废水引入磨室体的回用方法

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT511978B1 (de) * 2011-10-04 2013-06-15 Andritz Ag Maschf Verfahren und vorrichtung zur energieeffizienten auflösung von faserstoffen mit hilfe von wärmepumpensystemen
CN102502896A (zh) * 2011-10-26 2012-06-20 同济大学 一种优化硫酸法钛白粉用水系统的方法

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT389126B (de) * 1986-12-04 1989-10-25 Andritz Ag Maschf Verfahren und vorrichtung zur aufbereitung von gemischten abfaellen wie muell oder dessen fraktionen zur wiedergewinnung von kunststoff
US5137599A (en) * 1988-10-03 1992-08-11 Prime Fiber Corporation Conversion of pulp and paper mill sludge to papermaking pulp
DE3934478A1 (de) 1989-10-16 1991-04-18 Organ Faser Technology Co Verfahren zur aufbereitung von haushalts-, gewerbe- und anderen vergleichbaren abfaellen mit gewinnung eines cellulosematerials
DE4038305C1 (en) * 1990-11-30 1992-05-27 Passavant-Werke Ag, 6209 Aarbergen, De Treating waste water from vehicle washing plant - in which water is collected from each washing zone and supplied to at least two=stage treatment plant
DE4134607A1 (de) * 1991-10-19 1993-04-22 Escher Wyss Gmbh Verfahren zur entfernung von feinen verunreinigungen aus altpapierfaserstoff
US5390860A (en) * 1992-05-15 1995-02-21 Tetra Laval Holdings & Finance Sa Method and apparatus for separating paper fiber and plastics from mixed waste materials and products obtained thereby
CA2176435C (en) * 1995-06-07 2002-01-22 Edward G. Knapick Absorbent granular material and process and apparatus for making the absorbent granular material
DE19644437A1 (de) * 1996-10-25 1998-04-30 Der Gruene Punkt Duales Syst Verfahren zum Aufschluß von Abfällen, die wenigstens teilweise wiederverwertbare Anteile enthalten
DE19647512A1 (de) * 1996-11-16 1998-05-20 Damann Franz Josef Mobile Klärvorrichtung
AT405061B (de) * 1997-07-01 1999-05-25 Andritz Patentverwaltung Verfahren zur minimierung des wassereinsatzes in einem wasserkreislauf einer papier-/zellstoff- oder holzstofffabrik
DE19755527C2 (de) * 1997-12-13 2000-06-15 Biolog Biotechnologie Und Logi Verfahren und Einrichtung zur mechanisch/biologischen Abwasserreinigung

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0127383A1 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101798766A (zh) * 2010-04-02 2010-08-11 福建农林大学 中密度纤维板生产中的废水引入磨室体的回用方法

Also Published As

Publication number Publication date
BR0014692A (pt) 2002-06-18
HK1049507A1 (zh) 2003-05-16
AR025977A1 (es) 2002-12-26
RU2002110109A (ru) 2004-02-20
EE200200186A (et) 2003-04-15
KR20020047223A (ko) 2002-06-21
AU7901900A (en) 2001-04-23
DE19949265A1 (de) 2001-05-17
NZ517960A (en) 2003-10-31
CN1378611A (zh) 2002-11-06
WO2001027383A1 (de) 2001-04-19
PL354313A1 (en) 2004-01-12
HUP0301638A2 (en) 2003-08-28
SK4872002A3 (en) 2002-11-06
US6767463B1 (en) 2004-07-27
IL148950A0 (en) 2002-11-10
CZ20021267A3 (cs) 2003-01-15
CA2387140A1 (en) 2001-04-19
JP2003517916A (ja) 2003-06-03
BG106668A (en) 2002-12-29
DE19949265C2 (de) 2002-09-19

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