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1.发明公开
公开(公告)号：EP2561141A1
公开(公告)日：2013-02-27
申请号：EP11717702.2
申请日：2011-04-04
申请人： Hydroplus
摘要： The invention relates to a fusegate (1, 1A-1E) for a hydraulic construction, characterised in that said fusegate includes: a transverse wall (12) that is produced in a substantially sealed manner with a base (11), and means for limiting the impact of the gate on the structure (3, 18) of the hydraulic construction when said gate is retracted.
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公开(公告)号：EP1204799B1
公开(公告)日：2004-10-27
申请号：EP99934846.9
申请日：1999-07-30
IPC分类号： E02B8/06
CPC分类号： E02B8/06
摘要： The device is composed of two, horizontally aligned component parts, namely, fixed spillway subtending an angle of 60 DEG and a pivotal wedged-shaped module residing at a specific and constant distance parallel to the spillway face. The wedge-module is designed so that it rotates around a defined arc radius so maintaining both a constant distance between interfaces of the wedged-module and spillway and a constant angle of attack. This device has been demonstrated to accelerate the rate of fluid flow under either low or high head pressures by way of generating a negative pressure (venturi) effect in the device. The nature of the wedge-module is to present a "throat" configuration at the slit opening thereby tending to suck fluid into the device under such negative (venturi) pressures, while maintaining a laminar flow pattern ahead of the wedge-module/spillway arrangement.
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公开(公告)号：EP0435732A1
公开(公告)日：1991-07-03
申请号：EP90403593.8
申请日：1990-12-14
申请人： GTM-ENTREPOSE
发明人： Lemperiere, François
摘要： Afin de relever de façon quasi-permanente le niveau d'exploitation normale d'une retenue d'eau et donc d'augmenter sa capacité de stockage, sauf lors du passage de crues exceptionnelles, l'invention prévoit d'encastrer sur le seuil (6) du déversoir une hausse (10), constituée par au moins une plaque verticale (11), capable de résister, sans se rompre, à la charge d'eau correspondant à un déversement modéré (permettant le passage des crues les plus fréquentes) et rendue fusible par pliage autour d'une ligne d'encastrement (17) pour une charge d'eau prédéterminée correspondant à un niveau au plus égal au niveau maximal (RM) et permettant alors le passage des plus fortes crues.
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公开(公告)号：EP3018267B1
公开(公告)日：2017-02-08
申请号：EP15161386.6
申请日：2015-03-27
申请人： Nasibov, Emin
发明人： Nasibov, Emin
CPC分类号： E04H3/02 , E02B8/06 , E02D27/12 , E02D27/50 , E02D27/525 , E04B1/32 , E04B1/342 , E04H3/16 , E04H4/00 , E04H4/1209 , F24F5/0046 , F24F5/0071
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公开(公告)号：EP2825705A1
公开(公告)日：2015-01-21
申请号：EP13712129.9
申请日：2013-03-14
申请人： Jokela, Jouni
发明人： Jokela, Jouni
摘要： A hydraulic structure having walls (1) creating a downstream narrowing passage in a streaming surface water. The downstream ends (4) of the walls (1) are edged in order to generate vortices (2) dissolving from the edges (4) downstream which dissipate the energy of the flow created by a level difference between the entry and the exit of the passage.
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公开(公告)号：EP2215308B1
公开(公告)日：2011-04-27
申请号：EP08870623.9
申请日：2008-10-17
申请人： Hydroplus
IPC分类号： E02B8/06
CPC分类号： E02B8/06
摘要： The invention relates to a fusible shutter for a hydraulic construction such as a weir, a spillway on a dam or a safety embankment, that comprises a solid member (19) provided on the crest of the construction and maintained thereon by gravity in order to define a watertight or substantially watertight wall, installed on said hydraulic construction and capable of withdrawal so as to let the water flow freely when the level of the reservoir or river reaches a predetermined level, wherein a chamber (2) is formed at the base of the solid member (1) between the latter and the surface bearing same, and pressurising means are used for filling the chamber (2) with water in order to generate under the solid member an upward force when the water of the reservoir or the river reaches the predetermined level. According to the invention, the pressurising means include a water intake level with a supply structure (3) including two compartments (3a, 3b) defined by an inner vertical wall (4), wherein the two compartments (3a, 3b) communicate via at least one passage (5) in the upper portion of the supply structure (3), one of the compartments (3a) having one or more openings in the lower portion thereof for the intake of water from the reservoir or the river into the supply structure (3), while the other compartment (3b) communicates with the chamber (2) under the solid member (1). The invention can be used in a hydraulic construction such as a weir, a spillway on a dam or a safety embankment.
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公开(公告)号：EP1170985A1
公开(公告)日：2002-01-16
申请号：EP99973710.9
申请日：1999-11-08
CPC分类号： E02B13/00 , A01G9/24 , A01G25/00 , A01G27/001 , E02B8/06
摘要： A method and apparatus for flood irrigation using a pump (14) to transfer water (28) from a water collection area (32) to a flood plain (31) containing potted plants (27) and using gravity to return the water to the water collection area (11) after a resident time in the flood plain (31). A single pipe (40) functions as the conduit for the flow of water in both directions. The flood plain (31) and water collection area (32) may be lined with a water impervious material (33) to conserve the water (28) and to protect the ground water. A plurality of flood plains may be formed by positioning inflatable dikes (34) along the flood plains. An inflatable valve (36) positioned by a controller may be associated with each opening to permit the flooding of only selected ones of the flood plains.
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公开(公告)号：EP0477745A1
公开(公告)日：1992-04-01
申请号：EP91115806.1
申请日：1991-09-18
申请人： Oskar Vollmar GmbH
摘要： Die Erfindung betrifft eine Überlaufschwelle zur von der Höhe eines Flüssigkeitsspiegels abhängigen Überlaufmessung. Es wird vorgeschlagen, daß sich das Kronenprofil der Überlaufschwelle (3) aus der Kombination einer Standardprofilkrone (6) und einer sich an deren Abflußrücken (8) anschließenden, waagerecht verlaufenden Breit-Wehrkrone (7) zusammensetzt, wobei die Oberflächenebene (9) der Breit-Wehrkrone (7) unterhalb des höchsten Punkts (15) der Standardprofilkrone (6) liegt.
摘要翻译： 本发明涉及一种用于测量作为液位的函数的溢流溢流堰。 建议溢流堰（3）的顶部轮廓由标准轮廓波峰（6）和毗邻标准的径向回（8）的横向宽堰顶（7）的组合组成。 轮廓波峰（6），宽堰顶（7）的表面平面（9）位于标准轮廓波峰（6）的最高点（15）之下。
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公开(公告)号：EP3018267A1
公开(公告)日：2016-05-11
申请号：EP15161386.6
申请日：2015-03-27
申请人： Nasibov, Emin
发明人： Nasibov, Emin
CPC分类号： E04H3/02 , E02B8/06 , E02D27/12 , E02D27/50 , E02D27/525 , E04B1/32 , E04B1/342 , E04H3/16 , E04H4/00 , E04H4/1209 , F24F5/0046 , F24F5/0071
摘要： A waterside leisure facility is disclosed which comprises an enclosure (100), covering and surrounding an area of land mass (101), an enclosed portion (103) of a larger body (103) of water, the land mass having a shore front adjoined to the portion of the body of water, the enclosure further comprising a dividing wall (104) separating the enclosed portion of water from the remaining body of water a transparent roof (106), joined to the dividing wall and surrounding the area of land mass, to substantially separate air in the enclosure from ambient air outside the enclosure, while letting light through the roof, water treatment means (220) arranged to maintain the water in the enclosure at a controlled temperature, while circulating water from outside the enclosure through the enclosure; and air conditioning means (230) arranged to maintain the ambient air inside the enclosure at a controlled temperature and/or humidity.
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10.发明公开Overflow dam and method for maintaining a water level at one side of the dam 审中-公开Überlaufstaudammund Verfahren um dieWasserstandshöhean einer Seite der Anlage zu erhalten
公开(公告)号：EP2182120A1
公开(公告)日：2010-05-05
申请号：EP09174474.8
申请日：2009-10-29
IPC分类号： E02B8/06
摘要： An overflow dam for maintaining a first water level at a first side of the dam, said first water level being higher than the second water level at the second side of the dam, wherein water from the first side of the dam may flow over the dam to the second side of the dam, wherein said dam comprises an element extending at the second side of the dam, said element having an upper surface which is at approximately the same height as said second water level, such, that said water flowing over said dam lands on said element.
摘要翻译： 用于在坝的第一侧保持第一水位的溢流坝，所述第一水位高于坝的第二侧的第二水位，其中来自坝的第一侧的水可以流过坝 到达坝的第二侧，其中所述坝包括在坝的第二侧延伸的元件，所述元件具有与所述第二水位大致相同高度的上表面，使得所述水流过所述第二水位， 坝上的所有元素。
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