EP2354342B1 - Installation de relèvement d'eaux usées - Google Patents

Installation de relèvement d'eaux usées Download PDF

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Publication number
EP2354342B1
EP2354342B1 EP10015936.7A EP10015936A EP2354342B1 EP 2354342 B1 EP2354342 B1 EP 2354342B1 EP 10015936 A EP10015936 A EP 10015936A EP 2354342 B1 EP2354342 B1 EP 2354342B1
Authority
EP
European Patent Office
Prior art keywords
wastewater
collecting tank
pump
lifting system
liquid
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.)
Active
Application number
EP10015936.7A
Other languages
German (de)
English (en)
Other versions
EP2354342A1 (fr
Inventor
Michael Becker
Michael Schenker
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.)
KSB SE and Co KGaA
Original Assignee
KSB 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 KSB AG filed Critical KSB AG
Priority to PL10015936T priority Critical patent/PL2354342T3/pl
Priority to SI201031615T priority patent/SI2354342T1/en
Publication of EP2354342A1 publication Critical patent/EP2354342A1/fr
Application granted granted Critical
Publication of EP2354342B1 publication Critical patent/EP2354342B1/fr
Priority to HRP20180128TT priority patent/HRP20180128T1/hr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/22—Adaptations of pumping plants for lifting sewage

Definitions

  • the invention relates to a wastewater lifting plant, comprising at least one bulk material collecting container, a liquid collecting container and a sewage shaft for receiving the abovementioned components, wherein the liquid collecting container is formed in the sewer manhole as its partial component, and wherein the sewage shaft up to a predetermined maximum Liquid level is filled with pre-treated wastewater under definition of the liquid collecting container.
  • the sewer manhole thus serves for the storage or enclosure of at least the bulk material collecting container and the liquid collecting container.
  • Wastewater lifting plants are basically known and are exemplified in the EP 0 846 810 A2 , of the EP 1 108 822 B1 or even the FR 752 942 described.
  • the advantage or the core of the known wastewater lifting plant can be seen in the at least one bulk material collecting container. Because the bulk material collecting container is equipped with at least one arranged in its interior separating wire.
  • the dividing screen divides the barrier collection container into a barrier loaded container section and a non-barrier container section. Only the barrier-free container area is connected to the pump and consequently the liquid collecting container. Accordingly, prepurified wastewater is stored in the liquid collecting tank.
  • the pump In order to raise the wastewater to a certain (higher) level with the aid of the sewage lifting unit, the pump is regularly connected to a pressure line, which in turn is generally connected to the container area exposed to the contaminant the bulk material collection container is connected.
  • the pump is used only for the promotion of prepurified wastewater, so that on the one hand relatively small pumps can be used and on the other hand, the life of such pumps is significantly higher compared to sewage lifting systems that operate without such a bulk material collection tank. This has proven itself in principle.
  • the known systems according to, for example, the EP 1 108 822 B1 rely on a prefabricated fluid reservoir, which is usually made of plastic or steel.
  • the liquid collecting tank is installed in the sewer manhole together with the bulk material collecting tank and the at least one pump. This results in not inconsiderable investment costs.
  • the invention aims to provide a total remedy.
  • the invention is based on the technical problem of further developing such a wastewater lifting plant such that, in particular, the investment costs are significantly reduced.
  • a generic wastewater lifting system is characterized in the invention, that the bulk material collection container is designed to be closed, so that it is also in the liquid can be arranged below the maximum liquid level.
  • the sewer manhole thus assumes a dual function. First of all, it continues to function unchanged as a cavity or receiving chamber for the bulk material collecting container and, for example, a pump associated with the collecting container.
  • the liquid collecting tank finds place in the sewer manhole.
  • the sewer manhole according to the invention (at least in part) at the same time assumes the function of the liquid collecting tank.
  • the liquid reservoir is generally formed at the foot end of the sewer well. That is, the foot-side portion of the sewer manhole functions as a liquid receiver. In this way, the foot-side region of the sewer manhole is used as a liquid collecting container and a separately produced liquid collecting container with the associated not inconsiderable investment costs is unnecessary.
  • the sewage shaft is filled up to a predetermined maximum liquid level with prepurified wastewater under definition of the liquid collecting container.
  • the wastewater is usually fed via a feed distributor to the bulk material collecting container.
  • the bulk material collecting container is realized in a separate housing, which has in its interior the initially mentioned separating sieve.
  • the dividing screen subdivides the bulk material collecting container into the container area which is loaded with a barrier substance and the container area which is impermeable to the substance. Only the barrier-free container area communicates with the liquid collecting container, so that only pre-cleaned wastewater passes under definition of the liquid collecting tank in the sewer manhole.
  • the at least one pump associated with the bulk material collecting tank is now located wholly or partially in the pump sump of the wastewater shaft.
  • This pump sump is formed by the pre-treated waste water, which fills the sewer manhole and defines the liquid collecting tank, which is integrated into the sewer manhole.
  • the pump associated with the bulk material collecting tank is therefore a submersible pump.
  • Such a submersible pump is usually designed as a (centrifugal) pump, which is immersed in the liquid to be conveyed, in this case in the pre-treated wastewater.
  • the bulk material collection container is usually above the maximum liquid level inside the sewer manhole. Of course, this is not mandatory. Because the bulk material collection container is designed to be closed, so that it can also be arranged in the liquid below the maximum liquid level.
  • the upstream of the bulk material collection container inlet manifold is usually above the maximum liquid level, for example, to facilitate any maintenance or cleaning work.
  • an arrangement of the inlet manifold in the liquid is conceivable because the inlet manifold is also formed closed.
  • the supply manifold generally has an emergency overflow and is connected to the liquid reservoir by means of this emergency overflow.
  • the pump or submersible pump is connected via at least one connecting line with the bulk material collecting container.
  • This connecting line is generally located at least partially in the pump sump. In most cases, two connecting lines are realized, which are connected on the one hand to the barrier-free and on the other hand the cut-off material loaded area of the bulk material collecting container.
  • one or two pressure lines are still provided which connect the bulk material collecting container and / or the liquid collecting container with, for example, a downstream waste water treatment plant.
  • a downstream waste water treatment plant for example, a wastewater lifting plant described is used, for example, to raise the wastewater passed through it to a certain level, so that it can then be further treated in the wastewater treatment plant or a wastewater treatment plant.
  • the sewer manhole is designed as an existing and / or prefabricated cavity.
  • This cavity may for example be lined with existing and brick walls.
  • walls made of plastic and / or steel or comparable materials are alternatively or additionally conceivable.
  • existing wastewater shafts can be equipped or retrofitted with the wastewater lifting plant according to the invention.
  • the liquid collecting tank can be saved plant technology, which corresponds to significant cost advantages over previous approaches.
  • existing sewage lifting systems can be rehabilitated easily and the existing sewer manhole can be used advantageously.
  • the main benefits are the main benefits.
  • FIGURE shows a wastewater lifting plant according to the invention in a schematic section.
  • a wastewater lifting plant which is located in its basic structure in a sewer manhole 1.
  • the wastewater lifting plant includes at least one bulk substance collecting tank 2 and a liquid collecting tank 3 and finally at least one pump 4.
  • an inlet distributor 5 which, however, is basically dispensable.
  • the bulk material collecting container 2, the liquid collecting container 3, the pump 4 and finally the feed distributor 5 are taken together as parts of the plant 2, 3, 4, 5 received in the sewer manhole 1 or housed by the sewer manhole 1.
  • the bulk material collecting container 2 has its own housing with a dividing sieve 6 located therein and merely indicated. Instead of or in addition to this dividing sieve, a combined shut-off / sieve device can also be realized. In any case, the bulk material collecting container 2 is subdivided into a container area 2 a which is loaded with a barrier substance and a container area 2 b without a barrier material.
  • the liquid collecting container 3 is formed in the sewer manhole 1 as its partial and integral component.
  • the sewer manhole 1 assumes a dual function. First of all, it serves for receiving or enclosing the plant parts 2, 3, 4, 5 in the example case and beyond to the definition of the liquid collecting container 3, the separate design and manufacture is therefore unnecessary according to the invention.
  • the liquid collecting tank 3 is formed at the foot of the sewage pit 1.
  • the sewage shaft 1 is consequently filled up to a predetermined maximum liquid level S with prepurified wastewater with definition of the liquid collecting container 3.
  • the bulk material collecting container 2, the pump 4 is assigned.
  • the pump 4 is a submersible pump, which may be designed as a centrifugal pump.
  • the pump or submersible pump 4 is wholly or partially disposed in the pump sump, which forms the foot side of the sewer manhole 1 to the level of the liquid level S pre-cleaned wastewater.
  • the bulk material collecting container 2 is located above the maximum liquid level S.
  • the feed distributor 5 is arranged above the maximum liquid level S in question. Such an arrangement is recommended in order not to mix the wastewater present in the feed distributor 5 and the bulk material collecting container 2 and contaminated with blocking substances F with the wastewater present in the liquid collecting container 3 and also with prepurified wastewater.
  • the feed distributor 5 is connected upstream of the bulk material collecting container 2. Through the feed distributor 5 polluted wastewater F loaded via a coupling line 7 in the bulk material collection container 2. By the existing separation screen 6, the barrier materials F are retained in the contaminated container portion 2a and only freed of blocking substances F and pre-cleaned wastewater flows following the arrows via the impermeable container area 2b and a bypass 9 to a connecting line 8 in the pump 4 and from there into the liquid collecting container 3rd
  • bypass 9 is connected to the non-contaminant container portion 2b, while the connecting line 8 communicates with the barrier-contaminated container portion 2a, which in turn is connected to a pressure line 10 on the output side. Additional and provided, for example inside the bulk material collection container 2 flaps ensure that the flow of sewage is defined as described below.
  • the bulk material collecting container 2 is fed via the feed distributor 5 with the wastewater loaded with coarse matter or solids F.
  • the separating sieve 6 in the interior of the bulky substance collecting container 2 ensures the already described coarse cleaning of the wastewater contaminated with blocking substances F.
  • a separating screen 6 can of course also be dispensed with.
  • the already mentioned shut-off / screening device is provided by way of example. This is usually a structural unit of a butterfly valve and a sieve.
  • shut-off / screening device in question may be realized instead of the flap indicated in the figure on the inlet side of the connecting line 8.
  • a comparable shut-off / screening device can be used, as in the utility model DE 20 2008 011 273 U1 the applicant is described.
  • the shut-off / screening device can be combined with the separating sieve 6 if necessary. Either way, the pre-cleaned wastewater collects in the liquid collecting tank 3 as an integral part of the sewage shaft 1.
  • the pump 4 may be flowed through, but can also work suction.
  • the pre-cleaned and collected in the liquid collecting tank 3 wastewater can now be transferred by means of the pump or submersible pump 4 via the bypass 9 and the connecting line 8 through the bulk material collecting container 2 in the pressure line 10.
  • the previously located on the screen 6 barrier materials F are rinsed from the separation screen 6.
  • the pump or submersible pump 4 only promotes pre-treated wastewater and can therefore be adapted to their interpretation of this.
  • the wastewater passes to an example downstream and not shown wastewater treatment plant.
  • the pressure line 10 can also be fed directly by means of the pump 4 from the liquid collecting container 3 with pre-cleaned wastewater located there.
  • a separate and dash-dot applied further pressure line 11 may be provided, which is connected directly and on the output side to the pump 4, bypassing the bulk material collecting container 2 and opens into the pressure line 10.
  • the connecting line 8 or the connecting lines 8, 9, via which the pump 4 communicates with the bulk material collecting container 2 is at least partially disposed in the pump sump or are.
  • the pump sump is formed by the pre-cleaned and recorded at the bottom of the sewer manhole 1 wastewater.
  • the pressure line 10 or the pressure line 11 connects the bulk material collecting container 2 and / or the liquid collecting container 3 with the already mentioned wastewater treatment plant.
  • the sewage shaft 1 may be formed as an existing cavity, which is equipped in the context of a renovation with the described sewage lifting plant in its interior.
  • the sewer manhole 1 for example, has masonry walls.
  • the walls can also be made of plastic, steel or other materials and combinations.

Landscapes

  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)

Claims (10)

  1. Installation de relèvement d'eaux usées comprenant au moins un récipient collecteur de solides (2), un récipient collecteur de liquides (3) ainsi qu'un puits de regard (1) pour loger lesdites parties de l'installation (2, 3),
    - le récipient collecteur de liquides (3) dans le puits de regard (1) étant réalisé en tant que son constituant partiel, et
    - le puits de regard (1) étant rempli jusqu'à un niveau de liquide maximal prédéfini (S) avec des eaux usées préalablement nettoyées en définissant le récipient collecteur de liquides (3),
    caractérisée en ce que
    - le récipient collecteur de solides (2) est réalisé sous forme fermée de telle sorte qu'il puisse être disposé également dans le liquide en dessous du niveau de liquide maximal (S).
  2. Installation de relèvement d'eaux usées selon la revendication 1, caractérisée en ce que le récipient collecteur de liquides (3) est réalisé du côté de la base du puits de regard (1).
  3. Installation de relèvement d'eaux usées selon la revendication 1 ou 2, caractérisée en ce qu'au moins une pompe (4) associée au récipient collecteur de solides (2) est prévue, laquelle est disposée complètement ou partiellement dans le carter de pompe du puits de regard (1).
  4. Installation de relèvement d'eaux usées selon l'une quelconque des revendications 1 à 3, caractérisée en ce que le récipient collecteur de solides (2) est disposé au-dessus du niveau de liquide maximal (S).
  5. Installation de relèvement d'eaux usées selon l'une quelconque des revendications 1 à 4, caractérisée en ce qu'un distributeur d'alimentation (5) est en outre monté en amont du récipient collecteur de solides (2).
  6. Installation de relèvement d'eaux usées selon la revendication 5, caractérisée en ce que le distributeur d'alimentation (5) est placé au-dessus du niveau de liquide maximal (S).
  7. Installation de relèvement d'eaux usées selon l'une quelconque des revendications 3 à 6, caractérisée en ce que la pompe (4) communique avec le récipient collecteur de solides (2) par le biais d'au moins une conduite de liaison (8, 9).
  8. Installation de relèvement d'eaux usées selon la revendication 7, caractérisée en ce que la conduite de liaison (8, 9) est disposée au moins en partie dans le carter de pompe.
  9. Installation de relèvement d'eaux usées selon l'une quelconque des revendications 1 à 8, caractérisée en ce qu'au moins une conduite de pression (10, 11) est prévue, laquelle relie le récipient collecteur de solides (2) et/ou le récipient collecteur de liquides (3) à une installation de traitement des eaux usées.
  10. Installation de relèvement d'eaux usées selon l'une quelconque des revendications 1 à 9, caractérisée en ce que le puits de regard (1) est réalisé sous forme de cavité existante et/ou préfabriquée avec par exemple des parois en maçonnerie et/ou des parois en plastique, en acier ou similaires.
EP10015936.7A 2009-12-30 2010-12-22 Installation de relèvement d'eaux usées Active EP2354342B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
PL10015936T PL2354342T3 (pl) 2009-12-30 2010-12-22 Urządzenie rozdrabniająco-przepompowujące
SI201031615T SI2354342T1 (en) 2009-12-30 2010-12-22 Lifting plant for waste water
HRP20180128TT HRP20180128T1 (hr) 2009-12-30 2018-01-23 Uređaj za podizanje otpadnih voda

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202009017696 2009-12-30
DE202010001472U DE202010001472U1 (de) 2009-12-30 2010-01-29 Abwasserhebeanlage

Publications (2)

Publication Number Publication Date
EP2354342A1 EP2354342A1 (fr) 2011-08-10
EP2354342B1 true EP2354342B1 (fr) 2017-10-25

Family

ID=42146021

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10015936.7A Active EP2354342B1 (fr) 2009-12-30 2010-12-22 Installation de relèvement d'eaux usées

Country Status (5)

Country Link
EP (1) EP2354342B1 (fr)
DE (1) DE202010001472U1 (fr)
HR (1) HRP20180128T1 (fr)
PL (1) PL2354342T3 (fr)
SI (1) SI2354342T1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2946062B1 (fr) * 2009-05-26 2014-06-06 H M T Separateur de matieres, notamment pour poste de relevage d'eaux usees, et poste de relevage en comportant application
DE102013221065A1 (de) 2013-10-17 2015-04-23 Ksb Aktiengesellschaft Verfahren zum Erstellen einer Abwasserhebeanlage in einem Abwasserschacht sowie zugehörige Abwasserhebeanlage
DE102014208202A1 (de) * 2014-04-30 2015-11-05 Ksb Aktiengesellschaft Feststofftrennsystem

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR752942A (fr) 1932-07-12 1933-10-03 Pompes Et Compresseurs Baudot Installation de pompage des eaux chargées d'impuretés
US2531752A (en) * 1946-10-26 1950-11-28 Economy Pumps Inc Pumping apparatus for sumps
FR2410098A1 (fr) * 1977-11-24 1979-06-22 Soaf Dispositif pour le relevage d'un liquide
DE29505028U1 (de) * 1995-03-17 1995-07-27 Boerner Wolf Dieter Abwasserhebeanlage
DE19650625C1 (de) 1996-12-06 1997-11-13 Strate Maschf Abwasserhebeanlage
DE59903198D1 (de) 1999-12-17 2002-11-28 Michael Becker Abwasserhebeanlage
DE202008011273U1 (de) 2008-08-25 2008-10-30 Becker Elektromaschinenbau Gmbh Abwasserhebeanlage

Also Published As

Publication number Publication date
PL2354342T3 (pl) 2018-07-31
SI2354342T1 (en) 2018-02-28
HRP20180128T1 (hr) 2018-03-09
EP2354342A1 (fr) 2011-08-10
DE202010001472U1 (de) 2010-05-06

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