DE3233535A1 - Method and device for regulating the discharge of through-flow tanks - Google Patents

Method and device for regulating the discharge of through-flow tanks

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Publication number
DE3233535A1
DE3233535A1 DE19823233535 DE3233535A DE3233535A1 DE 3233535 A1 DE3233535 A1 DE 3233535A1 DE 19823233535 DE19823233535 DE 19823233535 DE 3233535 A DE3233535 A DE 3233535A DE 3233535 A1 DE3233535 A1 DE 3233535A1
Authority
DE
Germany
Prior art keywords
water
container
pipe
float
drainage
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Withdrawn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
DE19823233535
Other languages
German (de)
Inventor
Rolf 2000 Hamburg Stahn
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to DE19823233535 priority Critical patent/DE3233535A1/en
Publication of DE3233535A1 publication Critical patent/DE3233535A1/en
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/105Accessories, e.g. flow regulators or cleaning devices
    • E03F5/107Active flow control devices, i.e. moving during flow regulation

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  • 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)

Abstract

The known communal combined sewage systems have a design fault from the point of view of engineering and economics. This fault consists in that, in the event of rain, all areas connected to the system, such as roads, properties, buildings, conduct the rainwater without delay into the drainage channels. As a result of this, all drainage conduits and additional sewage installations have to be dimensioned for load peaks. To remedy this, the use of the above-described through-flow tank with simultaneous storage of water is proposed. This tank, referred to as a retaining trunk, can be arranged downstream of all areas to be drained. The retaining trunk is designed such that, when water flows in, it simultaneously delivers a small proportion to a drainage conduit, stores the remaining water flowing in and allows this to drain off with a delay when the influx has ended. A smaller rainfall occurence in each case is thereby simulated for the drainage conduit. The device for the delayed discharge acts automatically, as a function of the water level. It is obvious that these retaining chambers, which are above-ground or close to the surface, can be manufactured, especially mass-produced, more cheaply than similar deep, underground sewage chambers.

Description

Titel:Title:

Verfahren und Einrichtung zur Abflußregelung durchströmter Behälter.Method and device for regulating the discharge of flow-through containers.

Anwendungsgebiet: Die Erfindung betrifft insbesondere den Beteich der Stadtentwässerung und der Grundstücksentwässerung (finschl. Bauten) Zweck: Der Zweck dieser Erfindung ist, in einem Behälter anfallende Wasser-oder Flüssigkeitsmengen gleichzeitig teils zu speichern und teils geregelt aus dem Behälter abzuleiten.Field of application: The invention relates in particular to the pond urban drainage and property drainage (including buildings) Purpose: The The purpose of this invention is to measure amounts of water or liquid accumulating in a container at the same time partly to be stored and partly to be derived from the container in a controlled manner.

Stand der Technik: Gemäß dem Anwendungsgebiet insbesondere auf dem Gebiet der Stadentwässerung wird hier der Stand der Technik behandelt. Der hier behandelte Gegenstand wird i.a.State of the art: According to the field of application, in particular on the In the area of urban drainage, the state of the art is dealt with here. This here treated subject is i.a.

Straßeneinlauf oder Trumme genannt. Die Trumme ist so beschaffen, daß ihr bei Regenwetter Wasser und von der Straßenoberfläche abgespülte Bestandteile, z.B. Sand, Papier usw. zugeführt werden, die sich in der. Trumme im unteren Bereich ansammeln. Ist der untere Behälterteil gefüllt, läuft das Wasser aus einer im oberen Bereich abgehende Rohrleitung ab.Street inlet or called Trumme. The dreams are made that in rainy weather you have water and components washed off the road surface, e.g. sand, paper, etc., which are in the. Dreams in the lower area accumulate. When the lower part of the container is full, the water runs out of one in the upper part Outgoing pipeline area.

Kritik des Standes der Technik: Der obenbeschriebene Gegenstand dient also vornehmlich als Sandfang und steht im übrigen voll Wasser bis an den Rohrabgang. Sobald erneut Regen einsetzt, wird das anfallende Wasser aus der Trumme abgeführt in weiterleitende Rohre.Criticism of the Prior Art: The subject matter described above serves so primarily as a sand trap and is otherwise full of water up to the pipe outlet. As soon as rain sets in again, the accumulating water is drained from the Trumme in onward pipes.

Die Kritik besteht also darin, daß in der Trumme kein Stauraum vorhanden ist Aufgabe: Die Aufgabe besteht darin, einen Behälter zu schaffen, der bei Regenwetter glechchzeitig Wasser speichert und abgibt und der sich dem Regenereignis wieder selbsttätig entleert, wodurch eine Verzögerung des Gesamtabflusses erreicht werden sollt Lösung der Aufgabe: Das in den Behälter 1 fließende Wasser 11 füllt diesen zunächst bis zu dem Wasserspiegel 4, ohne das Wasser aus dem Rohr 7 abfließt. In dem Behälterteil 2 versammeln sich absetzfähige Stoffe, z.B. Sand 9q Bei weiterem Zufluß können sich je nach Zuflußmenge Wasserspiegellagen in der Nähe 5 einstellen. In diesem Verlauf taucht das perforierte Rohr 3 ein und gibt Wasser an das Rohr 7 ab Mit steigendem Wasserstand wird ein das Rohr 3 umschließender Schwimmer 6 mitgeführt. Der Schwimmer 6 schirmt das RQhr 3 gegen Schmutzstoffe ab und er verfügt (oder kann verfügen) über eine schleifende Einrichtung 10 zur Säuberungetc. des Rohres 3 Beim Versagen des Rohrablaufes 3 oder bei außergewöhnlich großen Wassermengen kann die überlaufschwelle 8 überströmt werden. Bei nachlassenden Wasserzulauf sinkt der Wasserstand wieder bis 4.The criticism is that there is no storage space in the trunk is task: The task is to create a container that can be used in rainy weather at the same time stores and releases water and which reacts to the rain event empties automatically, which results in a delay in the total drainage Should solve the problem: The water 11 flowing into the container 1 fills it initially up to the water level 4 without the water flowing out of the pipe 7. In The container part 2 collects substances that can settle, e.g. sand 9q With further Inflow can be set in the vicinity of 5 depending on the inflow amount. In this process, the perforated pipe 3 is immersed and gives water to the pipe 7 ab As the water level rises, a float 6 surrounding the pipe 3 is carried along. The float 6 shields the RQhr 3 from contaminants and he has (or can have) a grinding device 10 for cleaning, etc. of the pipe 3 at Failure of the pipe drain 3 or with unusually large amounts of water can overflow threshold 8 are overflowed. When the water supply decreases, the water level drops again until 4.

Das Rohr 3 känn für Inspektionszwecke herausnehmbar sein.The tube 3 can be removable for inspection purposes.

Der Wasserzulauf 11 kann über eine Führungseinrichtung 12 verfügen. Das Rohr 3 kann oben offen oder geschlossen sein.The water inlet 11 can have a guide device 12. The tube 3 can be open or closed at the top.

In einer weiteren Ausgestalltung der Erfindung kann das Rohr 3 gemäß Figur 2 ein- oder zweiseitig geschlitzt ausgeführt sein; vertikale Schlitze 13.In a further embodiment of the invention, the pipe 3 can according to FIG FIG. 2 slotted on one or both sides; vertical slots 13.

Die Schlitze sind mit einer Dichtung 14 abgedeckt. An dem Schwimmer 6 ist ein Element 15 angebracht, welches zwischen die Dichtungsteile 14 eingreift und dadurch ober-und unterhalb des Elementes 15 klaffende Bereiche 16 entstehen läßt, durch welche das Wasser über das Rohr 3 dem Rohr 7 zufließt.The slots are covered with a seal 14. On the swimmer 6, an element 15 is attached which engages between the sealing parts 14 and this creates gaping areas 16 above and below the element 15 lets through which the water flows through the pipe 3 to the pipe 7.

In einer weiteren Ausgestaltung der Erfindung kann die perforierte oder geschlitzte Rohrabflußeinrichtung 3 auch sinngemäß in die überfallwand 8 konstruktiv integriert werden.In a further embodiment of the invention, the perforated or slotted pipe drainage device 3 also analogously in the overflow wall 8 structurally to get integrated.

Claims (6)

Patentansprüche 1.) Verfahren und Einrichtung zur Abflußregelung durchströmter Behälter, dadurch gekennzeichnet, daß dem Behälter 1 zufließendes Wasser 11 in dem Behälter teilweise gespeichert und bei dem Speichervorgang eine automatisch, wasserstandsabhängig geregelte Einrichtung 3 Wasser an die Vorflutleitung 7 abgibt, nach Beendigung des Wasserzuflusses eine selbsttätige Entleerung des Behälters erfolgt und auf diese Weise der Abfluß der dem Behälter in einem Zeitraum zufließenden Gesamtwassermenge verzögert wird.Claims 1.) Method and device for regulating discharge flow Container, characterized in that the container 1 flowing water 11 in the Reservoir partially stored and automatically, depending on the water level, during the storage process regulated device 3 releases water to the drainage line 7, after completion of the Water inflow an automatic emptying of the container takes place and on this Way the outflow of the total amount of water flowing into the container in a period of time is delayed. 2.) Verfahren und Einrichtung nach Anspruch 1, dadurch gekennzeichnet, daß die Regeleinrichtung 3 aus einem vertikalem, perforierten, herausnehmbaren Rohr besteht, durch welches entsprechend der Perforation und den Wasserständen 4 bis 5 Wasser an die Vorflutleitung 7 abgegeben wird.2.) Method and device according to claim 1, characterized in that that the control device 3 consists of a vertical, perforated, removable tube consists, through which according to the perforation and the water levels 4 to 5 water is delivered to the drainage line 7. 3.) Verfahren und Einrichtung nach Anspruch 1, dadurch gekennzeichnet, daß die Einrichtung 3 über einen Mantelschwimmer 6 mit einer innen umlaufenden Abstreifeinrichtung 10 (Bürste o.ä.) verfügt, der Mantelschwimmer schwimmende Objekte von dem Rohr 3 fernhält und die Abstreifvorrichtung 10 während des Schwimmerhubes eine Säuberung bzw. Befreiung des Rohres 3 von anhaftenden Schmutz etc. bewirkt 3.) Method and device according to claim 1, characterized in that that the device 3 has a jacket float 6 with an inner circumferential scraper 10 (brush or similar) has the jacket float floating objects off the pipe 3 keeps away and the stripping device 10 during the float stroke a cleaning or removal of the pipe 3 from adhering dirt etc. causes 4) Verfahren und Einrichtung nach Anspruch 1, dadurch gekennzeichnet, daß die Einrichtung 3 auch aus einem längs geschlitzen Rohr bestehen kann, dessen Schlitze 13 tippendichtungen 14 überdecken, in den Schlitz Stege 15, die an dem Schwimmer 6 befestigt sind eingreifen, die Stege zu einer Klaffung der Dichtung führen und durch die Klaffung 16 Wasser durch das Rohr 3 abfließen kann.4) Method and device according to Claim 1, characterized in that the device 3 can also consist of a longitudinally slotted tube, the slits 13 of which are tip seals 14 cover, in the slot webs 15 which are attached to the float 6 engage, the webs lead to a gap in the seal and through the gap 16 water can flow through the pipe 3. 5.) Verfahren und EinrichtungnachAnspruch 1, dadurch gekennzeichnet, daß der Behälter 1 über einen Sumpf 2 verfügt in dem sich Ablagerungen 9 ansammeln können.5.) Method and device according to Claim 1, characterized in that that the container 1 has a sump 2 in which deposits 9 accumulate can. 6.) Verfahren und EinrichtungnaAnspruch 1, dadurch gekennzeichnet, daß der Behälter 1 einen Überlauf 8 aufweist, über den bei Störungen des Abflusses durch 3 oder ungewöhnlich starkem Wasserzufluß 11 Wasser ablaufen kann.6.) Method and device according to Claim 1, characterized in that that the container 1 has an overflow 8, over which the outflow is disturbed due to 3 or an unusually strong flow of water 11 water can run off. I 7.) Verfahren und EinrichtungnachAnspruch 1, dadurch gekennzeichnet, daß der Behälter 1 über eine Leiteinrichtung 12 für den Wasserzufluß 11 verfügt. I 7.) Method and device according to Claim 1, characterized in that that the container 1 has a guide device 12 for the water inflow 11.
DE19823233535 1982-09-10 1982-09-10 Method and device for regulating the discharge of through-flow tanks Withdrawn DE3233535A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE19823233535 DE3233535A1 (en) 1982-09-10 1982-09-10 Method and device for regulating the discharge of through-flow tanks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19823233535 DE3233535A1 (en) 1982-09-10 1982-09-10 Method and device for regulating the discharge of through-flow tanks

Publications (1)

Publication Number Publication Date
DE3233535A1 true DE3233535A1 (en) 1984-03-15

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
DE19823233535 Withdrawn DE3233535A1 (en) 1982-09-10 1982-09-10 Method and device for regulating the discharge of through-flow tanks

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DE (1) DE3233535A1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3426742A1 (en) * 1984-07-20 1986-01-30 Rompf Klärwerkeinrichtungen GmbH, 6349 Driedorf Apparatus for sludge water discharge for sewage sludge thickeners
DE3604262A1 (en) * 1986-02-11 1987-08-13 Rolf Stahn Device for delaying the discharge of, in general, rainwater into receiving-water systems
DE29600131U1 (en) * 1996-01-05 1996-06-20 Langenberg, Hartwig, 51702 Bergneustadt Oil separator for street / yard inlets
DE19509466A1 (en) * 1995-03-20 1996-12-19 Hermann Thilo Liq. storage tank with closable inlet and outlet
FR2817856A1 (en) * 2000-12-11 2002-06-14 Eparco Assainissement Waste water treatment plant, comprises intake, primary and filtration system and flow limiters upstream and downstream of primary treatment system
DE10317031A1 (en) * 2003-04-11 2005-01-27 Störk-Küfers Inh. Hans Störk e.K. Shaft insert for sewage pipe systems has air channel in surface water collection basin, which is closed by rising surface water, and contains biological odor filter

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2414462A1 (en) * 1973-03-27 1974-10-10 Vattenbyggnadsbyraan Ab METHOD AND DEVICE FOR TEMPORARY STORAGE OF WASTE WATER AND RAINWATER
FR2229824A1 (en) * 1973-05-16 1974-12-13 Derudder Roger Precast concrete sewerage inspection chamber - has roof and base panels fitting open box with central partition
GB1407836A (en) * 1971-09-28 1975-09-24 Johannessen J M Centrifugal brake for use in an equalising basin of a sewer system
GB2009282A (en) * 1977-11-03 1979-06-13 Soederstroem Gert Water reservoir

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1407836A (en) * 1971-09-28 1975-09-24 Johannessen J M Centrifugal brake for use in an equalising basin of a sewer system
DE2414462A1 (en) * 1973-03-27 1974-10-10 Vattenbyggnadsbyraan Ab METHOD AND DEVICE FOR TEMPORARY STORAGE OF WASTE WATER AND RAINWATER
FR2229824A1 (en) * 1973-05-16 1974-12-13 Derudder Roger Precast concrete sewerage inspection chamber - has roof and base panels fitting open box with central partition
GB2009282A (en) * 1977-11-03 1979-06-13 Soederstroem Gert Water reservoir

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3426742A1 (en) * 1984-07-20 1986-01-30 Rompf Klärwerkeinrichtungen GmbH, 6349 Driedorf Apparatus for sludge water discharge for sewage sludge thickeners
DE3604262A1 (en) * 1986-02-11 1987-08-13 Rolf Stahn Device for delaying the discharge of, in general, rainwater into receiving-water systems
DE19509466A1 (en) * 1995-03-20 1996-12-19 Hermann Thilo Liq. storage tank with closable inlet and outlet
DE19509467A1 (en) * 1995-03-20 1997-03-06 Herrmann Thilo Dipl Geooekolog Waste water processing plant
DE29600131U1 (en) * 1996-01-05 1996-06-20 Langenberg, Hartwig, 51702 Bergneustadt Oil separator for street / yard inlets
FR2817856A1 (en) * 2000-12-11 2002-06-14 Eparco Assainissement Waste water treatment plant, comprises intake, primary and filtration system and flow limiters upstream and downstream of primary treatment system
DE10317031A1 (en) * 2003-04-11 2005-01-27 Störk-Küfers Inh. Hans Störk e.K. Shaft insert for sewage pipe systems has air channel in surface water collection basin, which is closed by rising surface water, and contains biological odor filter

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