WO1985001075A1 - Improvements in or relating to river control structures - Google Patents

Improvements in or relating to river control structures Download PDF

Info

Publication number
WO1985001075A1
WO1985001075A1 PCT/GB1984/000302 GB8400302W WO8501075A1 WO 1985001075 A1 WO1985001075 A1 WO 1985001075A1 GB 8400302 W GB8400302 W GB 8400302W WO 8501075 A1 WO8501075 A1 WO 8501075A1
Authority
WO
WIPO (PCT)
Prior art keywords
platform
river
chamber
control structure
leaves
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.)
Ceased
Application number
PCT/GB1984/000302
Other languages
English (en)
French (fr)
Inventor
Anthony L. Woolnough
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 AT84903186T priority Critical patent/ATE49618T1/de
Priority to DE8484903186T priority patent/DE3481070D1/de
Publication of WO1985001075A1 publication Critical patent/WO1985001075A1/en
Priority to FI851769A priority patent/FI81160C/fi
Priority to NO851783A priority patent/NO157668C/no
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/08Fish passes or other means providing for migration of fish; Passages for rafts or boats
    • E02B8/085Devices allowing fish migration, e.g. fish traps
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/40Swinging or turning gates
    • E02B7/44Hinged-leaf gates
    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/60Ecological corridors or buffer zones

Definitions

  • This invention relates to river control structures.
  • the term "river” is used herein to include any running stream of water and thus extends, for example, to canals and other watercourses, whether natural or artificial.
  • river control structures include river flow gauging stations and weirs to retain water for irrigation or extraction for public water supply.
  • upstream tilting gate One particular type of structure which has been used for river control is known as an "upstream tilting gate.” This type of structure includes a longitudinally extending platform, the downstream end of which is supported with freedom to rotate about an axis extending across the river, and the upstream end of which is supported by control means adapted to raise and lower that end.
  • control structure is very simple and effective, but it suffers from the disadvantage that material carried downstream by the flowing water collects beneath the platform and eventually prevents the platform from being lowered.
  • Such wall is normally in the form of part of a surface of a cylinder, the axis of which is coincident with the axis of rotation of the platform.
  • Such a wall can be designed to prevent material from collecting below the platform , but requires considerable construction work to provide a space below the platform to accommodate the wall as the platform is lowered.
  • the invention consists in a river control structure comprising a longitudinally extending platform, one end of which is supported with freedom to rotate about an axis extending across the river, and the other end of which is supported by control means adapted to raise and lower said other end, wherein a plurality of leaves extending across th river depend from said other end of said platform in such a way that, as said other end is lowered towards its lowermost position, successive ones o said leaves slide relative to the respective adjacent leaf so that all said leaves can be accommodated below the platform with their lower edges substantially level, whereas, as said other end is raised, the leaves slide relatively to 'form a substantially continuous wall across the river.
  • a structure in accordance with the invention includes a chamber having an upstream wall, a downstream wall and two side walls.
  • the downstream end of the platform is supported by the downstr wall with freedom to rotate about an axis extending parallel to said downstream wall.
  • the leaves depending from the upstream end of the platform cooperate with the upstream wall of the chamber to control the water flow.
  • the platform is lowered, all the leaves are accommod within the chamber with their lower edges substantially on the bottom of chamber.
  • the leaves extend between the upstream edge of the platform and the top of the upstream wall of the chamber.
  • the invention consists in a river control structure comprising a longitudinally extending platform, the downstream e of which is mounted with freedom to rotate about an axis extending acros the river, and the other, end of which is supported by control means adapt to raise and lower said other end, wherein a baffled channel extends from said one end to said other end of said platform, the baffles being arrange so that, even when said other end of said platform is raised to its maximu height, the water flow down said channel will be not greater than 0.85 metres per second.
  • the channel should be designed in such a way that it will contain th turbulent flow caused by the baffles.
  • the sides of the channel should extend above the normal water level. These extended side walls will also serve to confine disorientated fish within the channel.
  • the channel is located substantially on the longitudinal centre line of the platform and normally it will be convenient for the sides of th channel to extend above the upper surface of the platform to approximatel the same extent as they descend below it.
  • the lower end of the channel is preferably designed in such a way as produce turbulence, which will attract the migrating fish.
  • an additional downstream wall may be provided with a notch the centre of the top of the wall to guide the fish towards the lower end the channel.
  • the baffles may be arranged in any way which will restrict the flow 0.85 metres per second at the maximum inclination required.
  • an arrangement known as a "Denil type 19 baffle” restrict flow to this velocity at an inclination of 35 degrees.
  • this type of baffle can normally be used safely up to a inclination of 40 degrees.
  • the features of the first aspect of the invention are incorporated with the features of the second aspect of the invention.
  • the invention consists in a river control structure comprising a chamber having an upstream wall, a downstr wall and two side walls, and a longitudinally extending platform , one end which is supported by said downstream wall with freedom to rotate about horizontal axis extending parallel to said downstream wall, and the other end of which is supported by control means adapted to raise and lower sai other end, wherein a plurality of leaves extending across the width of the chamber depend from said other end of said platform in such a way that, said other end is lowered towards its lowermost position, successive ones o said leaves slide relative to the respective adjacent leaf so that all said leaves can be accommodated within said chamber with their lower edges substantially on the bottom of the chamber, whereas, as said other end is raised, the leaves slide relatively to one another to form a continuous wall across the chamber between said other end of the platform and the top o upstream wall, and wherein a baffled channel extends from said one end t said other end of said platform, the baffles being arranged
  • the structure illustrated includes a chamber having two side walls, on of which is broken away in the illustration to show the remaining parts of the structure.
  • the other side wall is indicated at 1.
  • the chamber also includes an upstream wall 2 and a downstream wall 3.
  • the downstream w is provided with a ledge 4 on which the platform 5 rests.
  • the platform illustrated includes an upper flat surface and is given the necessary strength by means of a lattice structure indicated at 6.
  • a channel having side walls 7 and 8 and a base 9 extends from the upstream end to the downstream end of the platform.
  • the side walls 7 and 8 extend approximately the same distanc above the upper surface of the platform 5 as they extend below it.
  • Baffl (not shown) are provided in the channel to limit the flow of water down th channel, when the platform is raised to its maximum inclination of 35 degrees, to less than 0.85 metres per second.
  • the upstream end of the platform includes a curved transverse wall 10 This wall is provided with holes 11 to enable water to enter the interior of the chamber below the platform.
  • Two leaves 12 and 13 depend from the 10. As can be seen, when the platform is in its raised position, these leaves provide a continuous wall between the platform and the upper edge o the upstream wall 2. When the platform is lowered, the leaves 12 and 13 slide behind the wall 10 and are accommodated in the chamber as indicated the dashed lines 14.
  • Control means are provided to raise and lower the upstream end of t platform 5 and these are indicated diagram matically as a threaded rod 15, which cooperates with a correspondingly threaded nut secured in the platform. Means (not shown) are provided to rotate the rod 15 to raise lower the platform.
  • a detector 16 is provided to measure the water level and give a signal, which may be used for automatic control of the inclination of the platform.
  • the wall 10 and the leaves 12 and 13 run in arcuate channels in the side walls, the channel in the side wall 1 being shown at 17.
  • the edges of the platform 5 are provided with rubber seals (not shown) w cooperate with the side walls of the chamber.
  • a wall 18 is provided below the downstream wall 3. This wall has a notch designed to produce turbulence which will guide the fish towards the entrance to the channel.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Marine Sciences & Fisheries (AREA)
  • Revetment (AREA)
  • Barrages (AREA)
  • Catching Or Destruction (AREA)
PCT/GB1984/000302 1983-09-06 1984-08-30 Improvements in or relating to river control structures Ceased WO1985001075A1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
AT84903186T ATE49618T1 (de) 1983-09-06 1984-08-30 Vorrichtungen zum kontrollieren von fluessen.
DE8484903186T DE3481070D1 (de) 1983-09-06 1984-08-30 Vorrichtungen zum kontrollieren von fluessen.
FI851769A FI81160C (fi) 1983-09-06 1985-05-03 Flodkontrollkonstruktion.
NO851783A NO157668C (no) 1983-09-06 1985-05-06 Elvereguleringsinnretning.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB8323837 1983-09-06
GB08323837A GB2146059B (en) 1983-09-06 1983-09-06 River control structures

Publications (1)

Publication Number Publication Date
WO1985001075A1 true WO1985001075A1 (en) 1985-03-14

Family

ID=10548371

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/GB1984/000302 Ceased WO1985001075A1 (en) 1983-09-06 1984-08-30 Improvements in or relating to river control structures

Country Status (10)

Country Link
US (1) US4657434A (https=)
EP (1) EP0155948B1 (https=)
JP (1) JPS61500074A (https=)
AU (1) AU571679B2 (https=)
CA (1) CA1225245A (https=)
DE (1) DE3481070D1 (https=)
FI (1) FI81160C (https=)
GB (1) GB2146059B (https=)
IE (1) IE55355B1 (https=)
WO (1) WO1985001075A1 (https=)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2653795A1 (fr) * 1989-10-31 1991-05-03 Legault Antoine Passe a anguilles a niveau reglable.
FR2688525A1 (fr) * 1992-03-10 1993-09-17 Rhone Cie Nale Vanne de modulation du debit d'un cours d'eau.
FR2719857A1 (fr) * 1994-05-10 1995-11-17 Cantaloube Ste Civile Inventio Passe à poissons mobile.

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03151408A (ja) * 1989-11-06 1991-06-27 Nagasaki Pref Gov 自動スウイング魚道
US7249915B2 (en) * 2001-09-12 2007-07-31 Tucker Randall L High-flow sediment-free fish ladder
AU2003233502A1 (en) * 2002-08-26 2004-03-11 Rsa Environmental, Inc. Automated metering gate
CA2535227A1 (en) * 2003-08-08 2005-02-17 Randall L. Tucker Bio-passage for disrupting laminar flow
US7726907B2 (en) * 2006-08-10 2010-06-01 Mccreedy C Thomas Automatic trip gate
GB2460028B (en) * 2008-05-10 2012-07-18 Bruce Don An eel pass
JP2015535040A (ja) * 2012-10-23 2015-12-07 イーエクストリーム グローバル リミテッドEextreme Global Limited 保持装置
US10975538B2 (en) 2016-06-13 2021-04-13 Rsa Protective Technologies, Llc Method and system for a retractable floodwall system
MX2018015520A (es) * 2016-06-13 2019-11-12 Rsa Protective Tech Llc Metodo y sistema para un sistema de muro de contencion retractil.
US20210148074A1 (en) * 2018-04-16 2021-05-20 Hatch Ltd. Gate, leaf and method for controlling water levels in a body of water
US11318476B2 (en) 2020-04-30 2022-05-03 Mss, Inc. Separation of ferrous materials
CN113062281B (zh) * 2021-03-29 2022-06-07 中国长江三峡集团有限公司 一种伤害减低的适用于应急式泄洪的缓冲鱼道及缓冲方法

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB191300932A (en) * 1912-01-12 1913-06-12 Newton Leander Hall Improvements in Radial Head or Sluice Gates.
CH133129A (de) * 1928-06-13 1929-05-31 H Peter Als Fischweg dienende Einrichtung bei Gefällsstufen von Flüssen.
CH179711A (de) * 1934-08-14 1935-09-30 Otto Dr Saladin Fischwanderkanal von Flussstauwerken.
DE725578C (de) * 1938-02-19 1942-09-25 Maschf Augsburg Nuernberg Ag Einrichtung zur Verhinderung der Verkiesung von torsionsfesten Klappenwehren
DE1051207B (de) * 1955-05-18 1959-02-19 Aug Kloenne Fa Sektortor fuer Schleusen
US3783623A (en) * 1972-02-08 1974-01-08 S Ogden Fish escalator
GB1389370A (en) * 1972-09-05 1975-04-03 Nederhorst Bouwmij Collapsible weir

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1036613A (en) * 1912-01-12 1912-08-27 Newton L Hall Radial head-gate.
FR800757A (fr) * 1935-01-18 1936-07-18 Maschf Augsburg Nuernberg Ag Fermeture en profondeur pour canaux de chasse et de décharge de bassins d'eau et autres
GB515624A (en) * 1938-06-07 1939-12-11 William Maurice Griffith A M I Self adjusting weir
US2317975A (en) * 1939-03-10 1943-05-04 Howard E Boath Hydraulic gate construction
DE756719C (de) * 1939-06-06 1953-06-22 Dortmunder Union Brueckenbau A Hydrostatisch betaetigtes Versenkwehr fuer grosse Strombreiten
AT213341B (de) * 1959-07-06 1961-02-10 Waagner Biro Ag Hydraulische Antriebsvorrichtung für Wasserbauverschlüsse
DE1209512B (de) * 1964-02-05 1966-01-20 Beteiligungs & Patentverw Gmbh Armierter, mit Nischen versehener Wehrpfeiler zur Auflagerung fuer Drehlager von Segmentschuetzen
US3509724A (en) * 1966-11-14 1970-05-05 Fluid Dynamics Ltd Gate valve means for controlling the flow of water over a weir,dam wall or the like

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB191300932A (en) * 1912-01-12 1913-06-12 Newton Leander Hall Improvements in Radial Head or Sluice Gates.
CH133129A (de) * 1928-06-13 1929-05-31 H Peter Als Fischweg dienende Einrichtung bei Gefällsstufen von Flüssen.
CH179711A (de) * 1934-08-14 1935-09-30 Otto Dr Saladin Fischwanderkanal von Flussstauwerken.
DE725578C (de) * 1938-02-19 1942-09-25 Maschf Augsburg Nuernberg Ag Einrichtung zur Verhinderung der Verkiesung von torsionsfesten Klappenwehren
DE1051207B (de) * 1955-05-18 1959-02-19 Aug Kloenne Fa Sektortor fuer Schleusen
US3783623A (en) * 1972-02-08 1974-01-08 S Ogden Fish escalator
GB1389370A (en) * 1972-09-05 1975-04-03 Nederhorst Bouwmij Collapsible weir

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2653795A1 (fr) * 1989-10-31 1991-05-03 Legault Antoine Passe a anguilles a niveau reglable.
FR2688525A1 (fr) * 1992-03-10 1993-09-17 Rhone Cie Nale Vanne de modulation du debit d'un cours d'eau.
FR2719857A1 (fr) * 1994-05-10 1995-11-17 Cantaloube Ste Civile Inventio Passe à poissons mobile.

Also Published As

Publication number Publication date
CA1225245A (en) 1987-08-11
FI851769L (fi) 1985-05-03
FI851769A0 (fi) 1985-05-03
US4657434A (en) 1987-04-14
JPS61500074A (ja) 1986-01-16
FI81160C (fi) 1990-09-10
GB8323837D0 (en) 1983-10-05
AU571679B2 (en) 1988-04-21
AU4145185A (en) 1986-10-23
FI81160B (fi) 1990-05-31
GB2146059B (en) 1987-02-11
EP0155948A4 (en) 1988-06-13
IE842228L (en) 1985-03-06
IE55355B1 (en) 1990-08-15
DE3481070D1 (de) 1990-02-22
EP0155948A1 (en) 1985-10-02
GB2146059A (en) 1985-04-11
EP0155948B1 (en) 1990-01-17
JPH0447723B2 (https=) 1992-08-04

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