EP1031667A2 - Système d'écoulement - Google Patents

Système d'écoulement Download PDF

Info

Publication number
EP1031667A2
EP1031667A2 EP00100618A EP00100618A EP1031667A2 EP 1031667 A2 EP1031667 A2 EP 1031667A2 EP 00100618 A EP00100618 A EP 00100618A EP 00100618 A EP00100618 A EP 00100618A EP 1031667 A2 EP1031667 A2 EP 1031667A2
Authority
EP
European Patent Office
Prior art keywords
channel
obstacle
drainage
drainage system
drain
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.)
Granted
Application number
EP00100618A
Other languages
German (de)
English (en)
Other versions
EP1031667B1 (fr
EP1031667A3 (fr
Inventor
Harald GÜTHLER
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.)
Guethler Renate
Original Assignee
Guethler Renate
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 Guethler Renate filed Critical Guethler Renate
Publication of EP1031667A2 publication Critical patent/EP1031667A2/fr
Publication of EP1031667A3 publication Critical patent/EP1031667A3/fr
Application granted granted Critical
Publication of EP1031667B1 publication Critical patent/EP1031667B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/101—Dedicated additional structures, interposed or parallel to the sewer system
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/105—Accessories, e.g. flow regulators or cleaning devices
    • E03F5/107—Active flow control devices, i.e. moving during flow regulation
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F9/00—Arrangements or fixed installations methods or devices for cleaning or clearing sewer pipes, e.g. by flushing

Definitions

  • the present invention relates to a drain system for a channel with a channel inlet and a channel outlet.
  • the present invention is therefore based on the object to create a drainage system that complies with the above Disadvantages eliminated and with which on simple and inexpensive way a large mixed water flow, can be braked in heavy rain, for example Drain peaks should be avoided.
  • At least one in Flow direction movable discharge obstacle to Limit, control, regulate or influence one Water flow is provided.
  • a conventional one can be used
  • Channel used a drainage obstacle according to the invention become.
  • two are opposite arranged drainage obstacles inserted into a channel. These are articulated and movable in the direction of flow, in particular pivotable on channel walls, in particular on an inner channel wall. You are from one Force storage element in a perpendicular position to the duct wall held.
  • a bottom drain can also be installed below the drainage obstacle with, if necessary, a recessed into a base Drain can be provided. Also above an upper edge of the There may be an overflow in the sewer his.
  • Drainage obstructions can be stranded or even can be used in cascade. They are special too for installation in existing shafts or ducts suitable.
  • Runoff obstacle About the bottom outlet between the sole and at least one Runoff obstacle is a calculated runoff, forwarded to the next bracket, for example. With increasing rain creates a backlog before the at least an obstacle to drainage. The water content drops and are from the bottom flow over the drain or over transported the bottom outlet to the sewage treatment plant.
  • This drainage system can be calculated by sewer network interpret and accordingly the Determine the dimensions of the drainage obstacles exactly.
  • Drainage system By optimizing sewage systems by activating retention spaces in sewers and drainage delay through the use of the Drainage system according to the invention can existing and new channels are also used, with drain peaks reduced and drains are slowed down.
  • flooding can be avoided, including one connected wastewater treatment plant operations can be optimized can.
  • the complete sewer system can be cleaned like a sponge mechanical way very inexpensive and low maintenance operate.
  • a drainage system can be retrofitted in every shaft and in particular easy to regulate.
  • the flooding frequency can are minimized and thereby the pollution of receiving water be reduced.
  • a drainage system R 1 has a channel 1, which is formed from side channel walls 2.
  • the end of the channel 1 can be closed by end walls 3.
  • a sole 4 forms a lower limit, whereby preferably a deepened drain 5 in the center of the sole 4 is formed.
  • the sole 4 preferably runs slightly in the middle inclined to the drain 5.
  • the drain 5 can be square, be rectangular or semicircular.
  • the water flows in a flow direction X over one Channel inlet 6 through channel 1 to a channel outlet 7. Between channel inlet 6 and channel outlet 7 is preferred channel 1 has a slight slope.
  • drain obstacle 8.1, 8.2 is inserted in channel 1, as in particular from FIGS. 1 and 2 emerges.
  • the drain obstacle is 8.1, 8.2 articulated via a joint 9 with a channel inner wall 10 and in particular pivotable in the direction of flow X. stored.
  • the drain obstacle 8.1, 8.2 is preferably plate-like formed from symmetrical plate elements to which preferably at the other end of the joint 9 Energy storage element 11, in particular as a compression spring element trained, joint-like attacks and with the Channel inner wall 10 of the channel wall 2 is also articulated connected is.
  • Force storage element 11 and that close Slab obstacle 8.1 plate element in a rest and Starting position preferably an angle ⁇ of about 45 ° on.
  • A can be used to fine-tune a rest position Trimming device 14 may be provided, which is the length of the Force storage element 11 and in particular the location of the Outflow obstacles 8.1, 8.2 limited. Furthermore, it should be thought of the spring stiffness or the spring constant or even a preload of the energy storage element 11 mechanically to influence the spring behavior to be able to take.
  • the water flowing out through the gap 12 then passes through channel 1, in particular through channel outlet 2 to the outside and can be continued there.
  • the operation of the present embodiment is the following:
  • Water, sewage, rainwater or the like flows over the Channel inlet 6 in channel 1, so with small quantities the water through the drain 5, in particular Dry weather drain directed. If the water level rises, so it flows through the complete bottom outlet 16 and at least partially the gap 12.
  • the gap 12 is opened continuously and leaves a larger amount of water in the downstream channel 1 inflow. This results in a drainage delay Retention spaces or backwater spaces are formed. This can rainwater treatment.
  • drain peaks are reduced as a result, unwanted backlogs are prevented and Retention spaces made usable.
  • the gap 12 can then between the Channel inner wall 10 of the channel wall 2 and the plate element be educated. This can also be narrow or in any desired width as a basic setting be preset. The way it works is the above described.
  • an outflow system R 2 is shown, which is constructed accordingly in the manner described above. Essentially, the individual components are not discussed again here. What is different, however, is that an outlet obstacle 8.3 is formed on one side by one of the two channel walls 2 from a plurality of elements 20.1 to 20.3.
  • the first element 20.1 extends into the channel 1 at an angle ⁇ of approximately 0 ° to 90 °, the element 20.1 being set at an angle in the flow direction X.
  • the roller element 23 can be a wheel, Gear or the like.
  • a force storage element 11 can end with the element 20.3 can be connected in the guide rail 22 and this, for example, if it is designed as a compression spring is back to a normal starting or resting position, move back.
  • the energy storage element 11 is a Locking device 24, for example a definable Gear, wheel or the like in the guide rail 22 changeable. This can influence the location of the Elements 20.3 and in particular on a bias of the Force storage element 11 are taken.
  • the present inventive concept is also intended to encompass two opposite discharge obstacles 8.1, 8.2 and 8.3 to be provided in channel 1, which also outside of one common level E, for example offset in the channel are arranged.
  • FIG. 4 shows a similar cross section corresponding to FIG. 2, the bottom outlet 16 being formed below the lower edge 15 of the drain obstacle 8.3 and the overflow 18 with overflow opening 19 being provided above the upper edge 17.
  • the gap 12 is formed between the channel inner wall 10 and the arch-like element 20.2.

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Health & Medical Sciences (AREA)
  • Sink And Installation For Waste Water (AREA)
  • Sewage (AREA)
  • Domestic Plumbing Installations (AREA)
  • Centrifugal Separators (AREA)
  • Cyclones (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Flow Control (AREA)
EP00100618A 1999-02-22 2000-01-13 Système d'écoulement Expired - Lifetime EP1031667B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19907583A DE19907583A1 (de) 1999-02-22 1999-02-22 Abflusssystem
DE19907583 1999-02-22

Publications (3)

Publication Number Publication Date
EP1031667A2 true EP1031667A2 (fr) 2000-08-30
EP1031667A3 EP1031667A3 (fr) 2002-11-27
EP1031667B1 EP1031667B1 (fr) 2008-11-19

Family

ID=7898441

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00100618A Expired - Lifetime EP1031667B1 (fr) 1999-02-22 2000-01-13 Système d'écoulement

Country Status (4)

Country Link
US (1) US6220301B1 (fr)
EP (1) EP1031667B1 (fr)
AT (1) ATE414824T1 (fr)
DE (2) DE19907583A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6390132B1 (en) * 2000-12-07 2002-05-21 Caterpillar Inc. Fluid stream pulse damper
US11045748B2 (en) 2012-04-30 2021-06-29 Ge Healthcare As Method for filling a container with a foamable composition
JP6568740B2 (ja) * 2015-07-31 2019-08-28 ゼニス羽田株式会社 堰及びマンホール構造
CN113293845B (zh) * 2021-07-06 2022-08-16 郑州市交通规划勘察设计研究院 道路施工排水系统

Family Cites Families (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1587628A (fr) * 1968-07-02 1970-03-27
US3848858A (en) * 1973-04-27 1974-11-19 K Page Velocity-actuated fuel control valve
US3894563A (en) * 1973-11-08 1975-07-15 Gen Resource Corp Venturi apparatus
JPS5535615B2 (fr) * 1974-04-23 1980-09-16
DE2642747A1 (de) * 1976-09-23 1978-03-30 Hartmut Dipl Ing Hoppe Flutreuse
US4095514A (en) * 1976-11-08 1978-06-20 Airtek Corporation Air pollution control device
US4349296A (en) * 1980-01-28 1982-09-14 Langeman Peter J Irrigation ditch gate
US4455106A (en) * 1981-10-23 1984-06-19 Johnson William M Flash gate board
FR2521267B1 (fr) * 1982-02-05 1985-11-22 Serva Soc Stabilisateur de debit pour conduit de ventilation
JPS6115443U (ja) * 1984-06-30 1986-01-29 東プレ株式会社 空気調和用定風量装置
DE3637452A1 (de) * 1986-11-04 1988-05-19 Pagendarm Beschichtungstechnik Vorrichtung zur durchflusssteuerung
US4828169A (en) * 1988-09-09 1989-05-09 Smith Daniel J Adjustable air valve
CH686836A5 (de) * 1993-05-13 1996-07-15 Werner Nill Tauchwandanordnung in einer Regenwasseranlage.
DE19537274A1 (de) * 1995-10-06 1997-04-10 Olis Haase Sperrwerk zum Schutz vor Sturmfluten
DE19545047C2 (de) * 1995-12-02 2003-12-18 Guethler Renate Vorrichtung zur Aktivierung vorhandener Stauräume sowie zur Abflussverzögerung von Abwasser innerhalb von Abwassersystemen
US5740837A (en) * 1996-11-05 1998-04-21 Chiang; Swea Tong Means for automatically regulating water pressure in water pipe

Also Published As

Publication number Publication date
DE19907583A1 (de) 2000-08-24
EP1031667B1 (fr) 2008-11-19
DE50015448D1 (de) 2009-01-02
EP1031667A3 (fr) 2002-11-27
ATE414824T1 (de) 2008-12-15
US6220301B1 (en) 2001-04-24

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