• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The present invention relates to a spillway (5) spillway for dams and similar structures having a spillover threshold (6) whose peak is located at a predetermined first level (RN) lower than a second predetermined level (RM) corresponding to a maximum level or highest water level (PHE) for which the dam (1) is designed, the difference of said first and second levels (RN and RM) corresponding to a predetermined maximum flow of an exceptional flood, and a fuse increase (10) closing off the weir (5), said hoop (10) comprises at least one stiff and solid hooping member (11), which is placed on the ridge (8) and held in place thereon by gravity, said a rising element being unbalanced, when the water reaches a third predetermined level (N) higher than the top of the raising element (11), but at most equal to the second predetermined level (RM). According to the invention, said weir further comprises a ventilation system which comprises at least one duct (20) capable of conveying air towards the underside of the jet discharged by the ridge of said rise (11).
    公开号:FR3062406A1
    申请号:FR1750815
    申请日:2017-01-31
    公开日:2018-08-03
    发明作者:Franck DEL REY；Andre Tavares；Camille PERARD
    申请人:Hydroplus SA；
    IPC主号:
    专利说明:

    Holder (s):
    HYDROPLUS.
    O Extension request (s):
    (® Agent (s): BRANDON IP.
    ® OVERFLOW SPILLWAY FOR DAMS AND SIMILAR STRUCTURES INCLUDING AN INTEGRATED DEVICE FOR VENTILATING THE DOWNSTREAM WATER
    FR 3 062 406 - A1 (57) The present invention relates to a spillway (5) spillway for dams and similar works comprising a spillway threshold (6) whose crest is located at a first predetermined level (RN) lower than a second predetermined level (RM) corresponding to a maximum level or highest water level (PHE) for which the dam (1) is designed, the difference of said first and second levels (RN and RM) corresponding to a predetermined maximum flow d '' an exceptional flood, and a fusible rise (10) closing the weir (5), said rise (10) comprises at least one rigid and massive rise element (11), which is placed on the crest (8) and maintained in place on it by gravity, said rising element being unbalanced, when the water reaches a third predetermined level (N) higher than the top of the rising element (11), but at most equal to the second predetermined level (RM ). According to the invention, said weir further comprises a ventilation system which comprises at least one duct (20) capable of conveying air to the underside of the jet discharged by the crest of said rise (11).

    FLOOD SPILLWATER SPILLWAY FOR DAMS AND SIMILAR WORKS COMPRISING AN INTEGRATED DEVICE FOR VENTILATING THE DOWNSTREAM WATER
    The present invention relates to a fusible riser for a hydraulic structure such as a river threshold, weir over a dam or on a protective dike comprising a structure forming a watertight or substantially watertight wall, installed on said hydraulic structure and held thereon by gravity. , and being able to be erased so as to let the water pass without obstruction, said structure being dimensioned in weight and in size to be removed by the water when the latter reaches a predefined level.
    Rises of this type are well known and are installed in the usual manner on the crest of a threshold arranged across a reservoir in order to raise the water level of the reservoir upstream of said threshold or to allow an increase in the flow evacuated during major floods. Installed on the threshold of a dam, they make it possible to increase the level of retention of the dam and / or improve the safety of said dam in the face of floods. They can also be installed on the threshold of the spillway of a dyke bordering a river and be intended to protect neighboring regions against floods, the spillway being in this case installed on the dyke at a chosen location so that in the event of flooded, the water flows into a temporary storage tank or onto land chosen without danger for other regions close to the river.
    The surge fuses can be of the non-overflow type or of the overflow type, namely that in the latter case, they can allow a certain amount of water to pass over their crest when the water level upstream of the rise is greater than the retention height (Iirn) of the crest and as long as this water level does not exceed a predefined height (Iimax). In all cases, the fuses must be cleared if the water level upstream of the rise reaches a predefined level Iimax during a flood, in order to release the volume of water that it retains in the tank , and thus avoid flooding of neighboring regions upstream or damage to the dam or dam. The fuses increases apply in particular to a levee or a dam or a dam. The dike can be a frontal dike across a stream, or a lateral dike along a stream to protect surrounding land from flooding. In the case of a dam, it can be any type of dam creating a water reservoir, or a neck dam associated with the aforementioned dam.
    On numerous hydraulic structures of the indicated type, it is known to create privileged breaking points which in the event of exceptional events, such as exceptional floods threatening the structure of destruction, yield in predetermined locations of the structure chosen for that the damage caused to the structure itself and / or to persons or property flooded by the rupture of the structure is minimal. These breaking points can be formed using fused risers positioned on the crest of the part of the embankment, embankment or dam chosen, or other system allowing the evacuation of the necessary flows.
    Such a rise comprises at least one rigid and massive rising element which is placed on the crest of the overflow threshold and is held in place thereon by gravity, said raising element having a predetermined holding height hRN and being dimensioned in size. and by weight so that the moment of the forces applied by the water to the rising element reaches for a certain predefined level Ιίμαχ, the moment of gravity forces which tend to keep the rising element in place on the overflow threshold and that as a consequence said element of rise is unbalanced and driven out when the water level upstream of the rise reaches the preset level Ιίμαχ.
    It is clear that for floods of average importance as long as the water level does not reach the predefined level Ιίμαχ of unbalance of the rise, which can be determined in practice so as to be equal to or lower than the level of the highest water, the water can be evacuated by valves and / or any other device sized for the most common flows, without this resulting in destruction of the rise and consequently without the spillway ceasing to be blocked by said rise. On the other hand, in the case of an exceptional flood, the water level reaches the predefined level Ιίμαχ of unbalance of the rise and one or more rising elements are automatically unbalanced and driven out by the water under the sole action of forces water, so without any external intervention being necessary, thus restoring the threshold to its full evacuation capacity.
    Document EP 0 493 183 and patent EP 0 434 521 B1 describe installations of this type.
    Furthermore, we know that the stability of a fusible link is a function of the driving forces which tend to tip or destabilize the element. The destabilizing forces are the push Pam of the water on the upstream face of the fusible rise and the underpressure U which is possibly exerted on the base surface of said rise and which is due to the existence of possible leaks to the seals or filling the chamber. The resistive forces, which tend to stabilize the rising element, are the self weight Whf of the rising, the weight of the water column W e possibly present above the said rising and the thrust Pav of the water on the downstream face of said rise.
    When the fuse holder is installed in a configuration where the water level downstream can be significant (perennial or punctual), the prior art systems relating to the fuses holders can be confronted with ventilation problems. the water table downstream of said rise.
    The air circulation downstream of the fusible risers is a function of its geometry, the geometry of the threshold and that of the channel in which the said riser is arranged. If there is a risk of insufficient aeration of the water table downstream of the rise, which can cause the rise of the downstream level contiguous to the downstream walls of said rise until it is submerged, it is important to guarantee the air supply necessary to avoid this phenomenon.
    Thus the main problems which the present invention solves can be summed up with the following three main objectives:
    1 ° / guarantee a water level downstream of the increases, as predicted by studies made in numerical model or by existing formulas in the literature, all considering the aerated water table;
    2 ° / maintain and / or increase the operational safety specific to increases, by increasing the reliability of its operation, in particular during exceptional floods;
    3 ° / avoid deterioration of the structures (rising fuses, threshold, restitution channel, bajoyer walls) which could be generated by the presence of a "negative" pressure under the groundwater downstream.
    In order to achieve these objectives, the present invention incorporates, into the structure of the outlet, an aeration system which comprises at least one duct capable of conveying air to the underside of the jet discharged by the crest of said outlet. This or these conduits can be constituted by metal, plastic or other pipes adapted to this function.
    If it is a riser made of concrete, these conduits can be openings in the structure, concrete being the material that delimits the geometry of the ventilation system.
    The ventilation system includes at least:
    - an air intake;
    - a duct integrated into the structure of the rise.
    The air intake can be:
    - a ventilation vent on the bajoyer wall and / or on an intermediate threshold pile;
    - an air inlet integrated into a supply well as described in the patent
    EP 0 434 521 B1;
    - an air routing circuit integrated into the threshold to supply the pipes present in the fuse holder. In this case, a seal can be placed between the overflow threshold (where the risers rest) and the base of the riser, around the ventilation duct. However, such a seal is not absolutely essential if, in the absence of a seal, water leaks between the raising element and the overflow threshold are low.
    The invention can be applied both to the spillway of an existing dam and to that of a dam under construction.
    The fusible link according to the invention can have different forms. These forms were presented in patent EP 0 434 521 B1.
    The invention relates to a spillway spillway for dams and similar structures having a spillway threshold whose crest is located at a first predetermined level (RN) lower than a second predetermined level (RM) corresponding to a maximum level or level. highest water (PHE) for which the dam is designed, the difference of said first and second levels (RN and RM) corresponding to a predetermined maximum flow of an exceptional flood, and a fuse rise closing the weir, said increase includes at minus a rigid and massive rising element, which is placed on the crest and held in place thereon by gravity, said rising element being unbalanced, when the water reaches a third predetermined level (N) higher than the top of the rising element, but at most equal to the second predetermined level (RM) characterized in that said weir further comprises a ventilation system which comprises at least one duct capable of conveying air to the rs the underside of the jet evacuated by the crest of said rise.
    According to a characteristic of the invention, said at least one duct can be constituted by metal, plastic or other pipes suitable for this function.
    According to another characteristic of the invention, said at least one duct can be formed by openings in the rise which is made of concrete, concrete then being the material which delimits the geometry of the ventilation system.
    Furthermore, the ventilation system comprises at least one air intake; a conduit integrated into the structure of the rise.
    More specifically, said air intake can be a ventilation vent leading to the bajoyer wall and / or to an intermediate stack of the overflow threshold.
    According to another embodiment, said air intake can be an air inlet integrated into a supply well.
    In addition, said air intake can be an air supply circuit integrated in the overflow threshold (6) to supply the conduit or conduits present in the fuse riser.
    Thus, that a seal can be placed between the overflow threshold and the base of the rise, around the ventilation duct.
    DESCRIPTIVE FIGURES
    Figure 1 is a general view of a first embodiment of the invention, that is to say a perspective view showing a structure, such as a dam, and its spillway equipped with a system of ventilation according to the invention;
    Figures 2a and 2b are diagrams showing the flows involved and the operating principle of an increase;
    Figure 3 is a perspective diagram of a second embodiment of the invention;
    Figure 4 is a perspective diagram of a third embodiment of the invention.
    DETAILED DESCRIPTION OF EMBODIMENTS OF THE INVENTION
    Figure 1 is a perspective of a spillway spillway 5 according to a first embodiment of the invention. The spillway is a building element generally placed on a "spillway threshold" of a dam. The overflow threshold has a crest located at a first level RN lower than a second level RM corresponding to a maximum level or highest water level (PHE) for which the dam 1 is designed, the difference of said first and second levels (RN and RM) corresponding to a predetermined maximum flow of an exceptional flood.
    FIG. 1 shows in more detail a fuse riser 10 capable of closing the weir 5. The fuse riser can for example be constituted as described in patent EP434,521.
    Said elevation 10 comprises at least one rigid and massive elevation element 11, which is placed on the crest (8) and held in place thereon by gravity, said elevation element being unbalanced, when the water reaches a third level predetermined (N) higher than the top of the rising element 11, but at most equal to the second predetermined level RM.
    As can be seen in FIG. 1, the fusible riser 10 comprises several riser elements 11 juxtaposed and arranged through the main flow stream. FIG. 1 illustrates rising elements of identical shapes which have several distinct main planes, here five planes of which three planes are combined and arranged perpendicular to the main flow. The other planes form an angle (for example about 45 °) with the three transverse planes.
    Interestingly and in order to respond to the problems mentioned above, the weir according to the invention comprises an aeration system comprising at least one duct 20 capable of conveying air to the underside of the jet discharged by the crest of said rise 10.
    FIG. 2a illustrates the flow, at level RN ’, that is to say retained by the rising element 11 while FIG. 2b shows the jet discharged above the level of the crest of the rising element 11.
    It is downstream of the rise 10 (or of each rise element 11) that aeration of the flow is said to be operated.
    To do this, at least one conduit 20 is provided, preferably fixed or integrated on at least one riser element 11. If the riser element consists of metal walls then the conduit or conduits are fixed on the downstream wall relatively to the direction of displacement of the flow. If the riser element is made of concrete then a reservation (a digging) can be provided in order to constitute the duct (s) 20.
    The or each conduit 20 is supplied with air by an inlet or vent 30 which can be arranged in several locations.
    According to FIG. 1, the vents or air inlets 30 are placed laterally at the weir 5, for example beyond the support wall called the bajoyer wall. The vent (s) connect to the conduit 20 in the most appropriate manner. Here at the threshold of the wall.
    According to Figure 3, the air inlets 30 are located in the side support wall.
    In the illustrative example of FIG. 4, the air inlets are placed in a support pillar 40 disposed between two rising elements 11.
    权利要求:
    Claims (8)
    [1" id="c-fr-0001]
    1. Spillway (5) spillway for dams and similar works comprising a overflow threshold (6) whose crest is located at a first predetermined level (RN) lower than a second predetermined level (RM) corresponding to a maximum level or highest water level (PHE) for which the dam (1) is designed, the difference of said first and second levels (RN and RM) corresponding to a predetermined maximum flow of an exceptional flood, and a rising fuse (10) closing the weir (5), said riser (10) comprises at least one rigid and massive riser (11), which is placed on the crest (8) and held in place on it by gravity, said riser being unbalanced, when the water reaches a third predetermined level (N) higher than the top of the raising element (11), but at most equal to the second predetermined level (RM) characterized in that said weir further comprises a ventilation system which comprises at least one duct (20) suitable to convey air to the underside of the jet evacuated by the crest of said rise (11).
    [2" id="c-fr-0002]
    2. Spillway according to claim 1 characterized in that said at least one duct can be constituted by metal pipes, plastic or other material suitable for this function.
    [3" id="c-fr-0003]
    3. Spillway according to claim 1 characterized in that said at least one duct can be constituted by openings in the rise which is made of concrete, the concrete then being the material which defines the geometry of the ventilation system.
    [4" id="c-fr-0004]
    4. Spillway according to one of the preceding claims, characterized in that the ventilation system comprises at least:
    - an air intake (30);
    - a conduit (20) integrated into the structure of the riser (10, 11).
    [5" id="c-fr-0005]
    5. Spillway according to claim 4 characterized in that said air intake (30) can be an air vent opening on the wall to wall and / or on a stack (12) intermediate the overflow threshold (6).
    [6" id="c-fr-0006]
    6. Spillway according to claim 4 or 5 characterized in that said air intake 5 can be an air inlet integrated into a supply well.
    [7" id="c-fr-0007]
    7. Spillway according to one of claims 4 to 6 characterized in that said air intake can be an air supply circuit integrated in the overflow threshold (6) to supply the duct or conduits (20) present in the rising fuse.
    [8" id="c-fr-0008]
    8. Spillway according to claim 7 characterized in that a seal 10 can be disposed between the overflow threshold (6) and the base of the rise, around the ventilation pipe.
    1/3
    类似技术:
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    同族专利:
    公开号 | 公开日
    BR112019015361A2|2020-03-10|
    WO2018142059A1|2018-08-09|
    US10815632B2|2020-10-27|
    US20190390427A1|2019-12-26|
    AU2018216262A1|2019-07-11|
    FR3062406B1|2019-04-05|
    CO2019007901A2|2019-10-09|
    MX2019009021A|2020-01-14|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    EP0434521A1|1989-12-21|1991-06-26|Gtm-Entrepose|High water spillway for barriers and similar works|
    EP0493183A1|1990-12-28|1992-07-01|Gtm-Entrepose|Spillway for exceptional floods for barrages comprising et least two spillways|
    US2118535A|1937-08-27|1938-05-24|Betts Clifford Allen|Hinged automatic flashboard gate|
    FR2656638B1|1989-12-28|1992-04-10|Gtm Batimen Travaux Publ|FLOOD SPRINKLER FOR DAMS AND SIMILAR WORKS.|
    FR2733260B1|1995-04-19|1997-05-30|Hydroplus|DEVICE FOR TRIGGERING THE DESTRUCTION OF A SELECTED PART OF A HYDRAULIC STRUCTURE SUCH AS A LIFTING, A DYK OR A DAM IN FILLING, AND HYDRAULIC STRUCTURE CONTAINING SUCH A DEVICE|
    FR2743829A1|1996-01-19|1997-07-25|Hydroplus|AUTOMATIC RISE FOR HYDRAULIC WORK SUCH AS THRESHOLD IN RIVER, OVERFLOW ON A DAM OR ON A PROTECTION DYE|
    JP4394439B2|2001-07-09|2010-01-06|オバーメイヤー，ヘンリー，ケイ．|Water control gate and its actuator|
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    EP2812496B1|2012-12-05|2016-04-27|Raycap Intellectual Property Ltd.|Gate for free spillway weirs|CN108775000A|2018-06-05|2018-11-09|中国电建集团贵阳勘测设计研究院有限公司|A kind of bottom outlet narrow slit falls bank energy dissipating cavitation-preventive vent hole structure and construction method|
    CN109339005B|2018-11-30|2020-12-11|重庆交通大学|Reservoir bank spillway export dissipation structure|
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    法律状态:
    2018-01-29| PLFP| Fee payment|Year of fee payment: 2 |
    2018-08-03| PLSC| Publication of the preliminary search report|Effective date: 20180803 |
    2020-01-30| PLFP| Fee payment|Year of fee payment: 4 |
    2021-01-28| PLFP| Fee payment|Year of fee payment: 5 |
    2022-01-25| PLFP| Fee payment|Year of fee payment: 6 |
    优先权:
    申请号 | 申请日 | 专利标题
    FR1750815|2017-01-31|
    FR1750815A|FR3062406B1|2017-01-31|2017-01-31|FLUSH EVAPORATOR DEVICE FOR DAMS AND SIMILAR WORKS HAVING AN INTEGRATED DEVICE FOR AERATION OF THE DOWNWATER.|FR1750815A| FR3062406B1|2017-01-31|2017-01-31|FLUSH EVAPORATOR DEVICE FOR DAMS AND SIMILAR WORKS HAVING AN INTEGRATED DEVICE FOR AERATION OF THE DOWNWATER.|
    BR112019015361-6A| BR112019015361A2|2017-01-31|2018-01-30|EVACUATING FLOOD SPILLER FOR DAMS AND SIMILAR WORKS THAT UNDERSTAND AN INTEGRATED WATER SHEET AERATION DEVICE DOWNWARD|
    AU2018216262A| AU2018216262A1|2017-01-31|2018-01-30|High water spillway for barrages and similar structures, comprising an integrated device for aerating the downstream body of water|
    US16/481,186| US10815632B2|2017-01-31|2018-01-30|High water spillway for barrages and similar structures, comprising an integrated device for aerating the downstream body of water|
    MX2019009021A| MX2019009021A|2017-01-31|2018-01-30|High water spillway for barrages and similar structures, comprising an integrated device for aerating the downstream body of water.|
    PCT/FR2018/050214| WO2018142059A1|2017-01-31|2018-01-30|High water spillway for barrages and similar structures, comprising an integrated device for aerating the downstream body of water|
    CONC2019/0007901A| CO2019007901A2|2017-01-31|2019-07-23|Overflow overflow for dams and similar structures, comprising an integrated device for aerating the downstream body of water|
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