EP2356298B1 - Installation de surf artificielle - Google Patents

Installation de surf artificielle Download PDF

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Publication number
EP2356298B1
EP2356298B1 EP09759672.0A EP09759672A EP2356298B1 EP 2356298 B1 EP2356298 B1 EP 2356298B1 EP 09759672 A EP09759672 A EP 09759672A EP 2356298 B1 EP2356298 B1 EP 2356298B1
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EP
European Patent Office
Prior art keywords
wave
facility according
flow
water
ramp
Prior art date
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Active
Application number
EP09759672.0A
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German (de)
English (en)
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EP2356298A1 (fr
Inventor
Rainer Klimaschewski
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Action Team Veranstaltungs GmbH
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Action Team Veranstaltungs GmbH
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Publication of EP2356298A1 publication Critical patent/EP2356298A1/fr
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Classifications

    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63G—MERRY-GO-ROUNDS; SWINGS; ROCKING-HORSES; CHUTES; SWITCHBACKS; SIMILAR DEVICES FOR PUBLIC AMUSEMENT
    • A63G31/00—Amusement arrangements
    • A63G31/007—Amusement arrangements involving water
    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63C—SKATES; SKIS; ROLLER SKATES; DESIGN OR LAYOUT OF COURTS, RINKS OR THE LIKE
    • A63C19/00—Design or layout of playing courts, rinks, bowling greens or areas for water-skiing; Covers therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00—Swimming or splash baths or pools
    • E04H4/0006—Devices for producing waves in swimming pools
    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63B—APPARATUS FOR PHYSICAL TRAINING, GYMNASTICS, SWIMMING, CLIMBING, OR FENCING; BALL GAMES; TRAINING EQUIPMENT
    • A63B2208/00—Characteristics or parameters related to the user or player
    • A63B2208/03—Characteristics or parameters related to the user or player the user being in water
    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63B—APPARATUS FOR PHYSICAL TRAINING, GYMNASTICS, SWIMMING, CLIMBING, OR FENCING; BALL GAMES; TRAINING EQUIPMENT
    • A63B2225/00—Miscellaneous features of sport apparatus, devices or equipment
    • A63B2225/09—Adjustable dimensions
    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63B—APPARATUS FOR PHYSICAL TRAINING, GYMNASTICS, SWIMMING, CLIMBING, OR FENCING; BALL GAMES; TRAINING EQUIPMENT
    • A63B2225/00—Miscellaneous features of sport apparatus, devices or equipment
    • A63B2225/09—Adjustable dimensions
    • A63B2225/093—Height
    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63B—APPARATUS FOR PHYSICAL TRAINING, GYMNASTICS, SWIMMING, CLIMBING, OR FENCING; BALL GAMES; TRAINING EQUIPMENT
    • A63B2225/00—Miscellaneous features of sport apparatus, devices or equipment
    • A63B2225/60—Apparatus used in water
    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63B—APPARATUS FOR PHYSICAL TRAINING, GYMNASTICS, SWIMMING, CLIMBING, OR FENCING; BALL GAMES; TRAINING EQUIPMENT
    • A63B69/00—Training appliances or apparatus for special sports
    • A63B69/0093—Training appliances or apparatus for special sports for surfing, i.e. without a sail; for skate or snow boarding
    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63B—APPARATUS FOR PHYSICAL TRAINING, GYMNASTICS, SWIMMING, CLIMBING, OR FENCING; BALL GAMES; TRAINING EQUIPMENT
    • A63B71/00—Games or sports accessories not covered in groups A63B1/00 - A63B69/00
    • A63B71/0054—Features for injury prevention on an apparatus, e.g. shock absorbers
    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63B—APPARATUS FOR PHYSICAL TRAINING, GYMNASTICS, SWIMMING, CLIMBING, OR FENCING; BALL GAMES; TRAINING EQUIPMENT
    • A63B71/00—Games or sports accessories not covered in groups A63B1/00 - A63B69/00
    • A63B71/02—Games or sports accessories not covered in groups A63B1/00 - A63B69/00 for large-room or outdoor sporting games
    • A63B71/023—Supports, e.g. poles

Definitions

  • the invention relates to a mobile or stationary usable artificial surfing system according to the preamble of patent claim 1.
  • Such a surfing facility is from the US Pat. No. 6,019,547 known.
  • the water flows down a fixed inclined plane and meets successively below two solid flow-forming elements, which are spaced apart and produce a standing wave on a rising flank of the second element.
  • Fixed installations mean increased effort and offer little variability in terms of the shape and height of the resulting wave.
  • the object of the invention is to provide an artificial surfing system can be generated by means of standing waves of different shape and height.
  • the generation of a standing wave takes place in that the inclined plane is connected in the form of a ramp at its upper end with a flow path which compares the flow and its lower end is mounted in a wave basin.
  • the standing wave is generated in the surfing system according to the invention in that the water flowing rapidly down the ramp is conducted via at least one adjustable guide device arranged at a distance from the lower end of the ramp in the flow direction.
  • An influencing of the height of the shaft also takes place in that the water flowing rapidly down the ramp impinges on a defined mass of relatively slower flowing water in the wave basin and thereby is pressed up. Due to the induced change in the flow velocity creates a standing wave.
  • the water level in the wave pool is preferably adjustable. This water level also affects a backflow that flows back to the shaft at the back of the shaft at the bottom of the wave pool and influences the formation of the wave.
  • the flow path upstream of several juxtaposed pump units is a relatively large reservoir that homogenizes the amount of water delivered by the various pump units.
  • individual pumps are throttled in their capacity or switched off completely, without seen this over the width of the ramp would lead to a different layer thickness of the water stream.
  • the side walls of the flow path and also the side walls in the region of the ramp can optionally be arranged preferably to a constriction, at the width of which preferably the wave basin with side walls which can be displaced relative to one another can also be adapted.
  • the wave pool, the pump chambers and the collecting space are surrounded by a main pool.
  • the separation of the higher arranged wave pool from the main basin guarantees that only a defined mass of water - namely that in the wave pool - forms the resistance for the water flowing down from the ramp. The formation of a standing wave is thus much easier to calculate and more clearly reproducible.
  • each of the plurality of pump units is provided with a respective pump which draws water from the main reservoir and conveys it to the flow path upstream of the ramp.
  • the delivery rate of the pumps can be regulated and / or the several pumps can be switched on and off individually or in groups to regulate the total amount of water conveyed to the flow line.
  • the guide device is formed according to a first embodiment of at least one guide profile, which is preferably variable not only in its angle of attack with respect to the flow, but also in its distance from the lower end of the ramp.
  • the guide profile can also be changed in length by means of telescopically displaceable parts.
  • the guide profile is divided over the width of the wave pool into a plurality of adjacent guide profiles.
  • the plurality of adjacent guide profiles can be arranged transversely or obliquely to the flow at different positions to influence the waveform of the shaft over the length and / or across the width of the wave pool. This arrangement at different positions is facilitated by the fact that several brackets or guides for attachment or preferably for displaceable mounting of the guide profiles are provided at the bottom of the wave pool.
  • the guide profiles are pivotally mounted in the region of their leading edges and their trailing edge is adjustable by means of an adjustment mechanism.
  • the adjustment mechanism can be formed for example by a pneumatic cylinder.
  • the guide profiles are freely floating at least in a part of their pivoting range.
  • a first opening movement of the trailing edge and the rest of the Ausstellieri is due to the flow-induced negative pressure on the top of the guide automatically.
  • a limitation, for example, in the form of a preferably adjustable belt arranged between the rear edge of the guide profile and the bottom of the wave basin can meaningfully limit the maximum deployment angle, so that there is no sudden tearing of the flow and collapse of the shaft.
  • the end profile is not in the area of surfed by the surfers standing wave, but in the bottom of the wave pool, so that fall-related injuries caused by this component can be.
  • Another adjustment option for the shaft can be formed in that the height of the upper bearing of the ramp, together with the flow path, can be adjusted by means of an adjusting mechanism.
  • the water level in the wave basin can be regulated by an overflow which is preferably adjustable by means of an adjusting mechanism at its rear wall located downstream from the lower end of the ramp, from where the water flows back into the main basin.
  • the backflow vortex on the back side created by this backflow also makes it easier for a surfer who has fallen from the board to stand in the area of the wave pool downstream of the shaft and to get out of the wave pool.
  • the representation in the figures is purely schematic and not to scale.
  • the in the Fig. 1 to 3 illustrated surfing system 10 is formed by a trough-shaped main pool 20, which receives all other components and keeps the required for the operation of the surfing system 10 water in a closed circuit.
  • a wave basin 30 is arranged elevated on supports 32 opposite its bottom.
  • the wave pool 30 extends apart from the left-hand part of the main basin 20 in the figures over a large part of its length and width (see Fig. 2 ). However, it has due to the opposite of the main basin 20 raised bottom 31 to a much smaller depth.
  • the wave pool 30 is delimited on both sides by two side walls 30, on its right front side by a rear wall 34 and on its left front side by a front wall 35.
  • the water mass located in the wave pool 30 is smaller than the entire water mass of the surf system 10.
  • an overflow 36 is formed, through which water from the wave pool 30 can flow back into the main basin 20 (see FIG. 2 ).
  • the lower edge of the overflow 36 is optionally adjustable in height by a double, relative to the rear wall 34 by means of an adjustment mechanism 37 adjustable wall portion, thereby characterized the height of the water level N 30 in Wave pool 30 and thus the entire existing in the wave pool 30 body of water is changeable.
  • a generally designated 40 pump system 40 is arranged, which is composed in the embodiment of four transversely juxtaposed pump units 41, 42, 43 and 44.
  • a powerful volumetric pump 45 is arranged, which sucks water from the bottom portion of the main tank 20 and pushes up.
  • the pump units 41, 42, 43 and 44 are closed on three sides and connected on the fourth side via an outlet opening 47 with a preferably horizontally arranged flow path 46, on which the pumped by the pump 45 water is homogenized in a relatively large reservoir.
  • the length of the flow path is designated L 46 .
  • the upper bearing 51 of a ramp 50 which slopes downwards towards the wave pool 30, adjoins it.
  • the ramp 50 dives with its lower end 52 immediately above the bottom 31 in the wave pool 30 a.
  • the lower end 52 of the ramp 50 is thus in the water of the wave pool 30.
  • Preferred is a fixed arrangement of the ramp 50.
  • the length of the ramp is designated by L 50 .
  • the length L 50 of the ramp 50 is about half the length L 46 of the flow path 46.
  • the guide device is formed according to a first embodiment of a guide rail 54, 55, 56 which is arranged by means of an adjustment mechanism 58 in its pivot angle A with respect to the flow changeable at the bottom 31 of the wave tank 30.
  • the guide profile 54, 55, 56 may be freely floating in the flow and / or mechanically adjustable in angle A relative to the flow at least in part of its pivoting range.
  • the adjustment mechanism 58 is preferably in the form of a pneumatic cylinder, which is arranged between a bearing near the bottom 31 of the wave pool 30 and an articulation near the trailing edge on the underside of the guide profile 54, 55, 56. In an at least in the end region freely floating arrangement of the trailing edge of the guide profile 54, 55, 56 whose maximum deployment angle A is limited, for example, by a belt 31 fixed to the belt.
  • Another possibility of influencing the amount of water and the flow velocity on the ramp 50 - and thus the shape and the size of the standing wave 60 - is to arrange the side walls 461 of the flow path 46 in the flow direction to a constriction (see positions 460 and 462 in FIG Fig. 3 ).
  • the side walls 501 are stored in the area of the ramp 50 in such a way that they are adapted in the area of the upper bearing 51 to the constriction exit of the flow path 46 (see positions 462 and 502 in FIG Fig. 3 ).
  • the narrowing can also - as in Fig. 3 indicated by the positions 462 'and 502 - take place in the area of the ramp 50.
  • the flow path 46 in this case has parallel side walls 461 '.
  • the width of the wave pool 30 is also adapted thereto by a relative displacement of its side walls 33.
  • a strainer 38 is arranged for safety reasons, to ensure that only water from the wave pool 30 flows back into the main basin 20 and no persons who are carried away due to a fall of the flow in the wave pool 30 or of these lost items in the main pool 20 and thus could be drawn 45 in the intake of the pump.
  • FIG. 1 the area to the right and left of the wave pool 30 and beyond the rear wall 34 of the wave pool 30 can be walked on by webs 21.
  • the webs 21 are secured by railing 22 and accessible by stairs 23 at one end or side of the main basin 20.
  • the main basin 20 and also the wave pool 30 therein according to the height of the lower edge of the overflow 36.
  • the water flows on the ramp 50 and flows with increasing speed and decreasing layer thickness to the lower end 52 of the ramp 50 down.
  • the lower end 52 of this fast-flowing water meets the relative to quietly located water in the wave pool 30.
  • the water flowing down the ramp 50 is supported by the serving as a wave trigger guide profiles 54, 55, 56, supported by the inertial mass of almost stationary Water is formed in the wave pool 30 upwards to a standing wave 60, which adjusts itself in the wave pool 30 as a stationary state, and thus forms a surfable wave.
  • the sieve 38 accommodating rear wall 34 of the wave pool 30 is preferably formed inclined in the flow direction.
  • the water mass present in the wave pool 30 forms dynamically through the operation of the pumps 45, so that no physically defined overflow edge 36 to the main basin 20 is required.
  • the level N 20 of the water in the main basin 20 drops well below the level N 30 of the water in the wave pool 30, so that in each case a defined overflow into the main pool 20 takes place.
  • the water is conveyed in a closed circuit from the main basin 20 into the wave pool 30, from where it runs back into the main basin 20.
  • the invention can be realized on a mobile plant, which has approximately the following dimensions and values:
  • the main basin 20 is about 25 to 30 m long and about 12 m wide.
  • the water level in the main basin 20 is in the idle state of the pump 45 about 1.80 m.
  • the wave pool 30 is about 20 to 25 meters long and about 6 to 8 meters wide.
  • the bottom 31 of the wave pool 30 is about 1.50 m above the bottom of the main basin 20.
  • the water level in the wave pool 30 is thus at rest about 0.20 to 0.30 m.
  • the water level in the wave pool 30 upstream of the shaft 60 is about 0.30 to 0.40 m and downstream of the shaft 60 about 0.80 m.
  • the ramp 50 has a narrowed state of the flow path 46 has a width of about 6.5 m.
  • the layer thickness of the downflowing water on the ramp 50 is depending on the adjusted capacity of the pump 45 approximately between 0.50 m and 0.80 m.
  • the flow rate of the water at the lower end of the ramp 50 is up to 4.5 m / s. In accordance with the increasing speed of the water as the ramp descends, its layer thickness decreases downwardly.
  • the standing wave 60 reaches a height of about 1 m.
  • the pump units 41, 42, 43, 44 are formed by containers of standard dimensions, of which optionally several are interconnected by interposed seals.
  • the pump system 40 has an overall height of about 2.80 m.
  • the four pump units 41, 42, 43, 44 have a width of 2 m each. Each pump delivers about 2 m 3 of water per second.
  • the width of the flow path 46 tapers between the inlet of the pump units 41, 42, 43, 44 to the upper end of the ramp 50 in width from 8 m to about 6.5 m.
  • the length L 46 of the flow path 46 is about 6 m.
  • the ramp has a length L 50 of about 3 m to 3.5 m.
  • the height difference between upper end 51 and lower end 52 of the ramp is about 0.30 m to 0.60 m.
  • the space in the wave pool 30 connects, in which the standing wave 60 is formed.
  • This has in front of the guide profiles 54, 55, 56 has a length L 55 of about 2 m and behind this a length L 34 of about 3 to 4 m. This is followed over a length of about 3 to 4 m, the obliquely rearwardly rising rear wall 34, in which the overflow 36 between wave pool 30 and main basin 20 is arranged with the screen 38.
  • the guide profiles 54, 55, 56 themselves have a length of about 25 cm.
  • FIGS. 4 to 6 show three examples of achievable by a different arrangement of the guide profiles 54, 55, 56 waveform 61.
  • the waveform 61 are each schematically in a plan view of the comb of the self-adjusting shaft 60 again.
  • Fig. 4 are all three Leitprofile 54, 55, 56 parallel to each other on a line.
  • the forming wave crest is formed in the wave pool 30 corresponding to perpendicular to the flow direction or to the side walls 33.
  • the middle guide profile 55 is located slightly farther from the lower end 52 of the ramp 50 than the two outer guide profiles 54 and 56.
  • the wave 60 waveform 61 thereby assumes the curved waveform 61 'shown having a bulge in the flow direction in the central region.
  • Fig. 6 Are all three guide profiles 54, 55, 56 arranged parallel to each other on a line which is inclined at an angle to the flow direction or to the side walls 33.
  • the waveform 61 "following this slope causes a relative acceleration when driving in the direction of the right-hand guide profile 54 and a relative delay when driving in the opposite direction when surfing.
  • the examples shown represent only a small selection of the possible waveforms 61 that can be generated. There are also more or less than the three guide profiles shown, so that in their partially straight and / or partially oblique and / or partially staggered arrangement on the shown Examples, a variety of waveforms 61 is possible.
  • the guide profiles 54, 55, 56 may optionally be telescopically adjustable in width. This can be achieved in a simple manner by an at least partial double wall, wherein on at least one of the wall parts guide means are provided for a relative displacement of the other wall part.
  • the side walls 461, 501 and possibly also the front wall 34 of the wave pool 30 are advantageous in the case of a displaceability of the side walls 461 in the region of the flow path 46, the side walls 501 in the area of the ramp 50 and the side walls 33 in the region of the wave pool 30 formed telescopically changeable in length.
  • the principle of a telescopically extendable wall is known, for example, from resizable baking trays or baking pans (see, for example DE 299 17 103 U1 . DE 94 00 662 U1 or DE 88 05 174 U1 ) and should therefore not be explained in detail.
  • nozzles 71 can also be used as guide devices, which are arranged either on the guide profiles 54, 55, 56 or as in FIG Fig. 7 shown are arranged on nozzle strips 70, which are preferably arranged pivotably at the bottom 31 of the wave tank 30.
  • the nozzles 71 are fed by one or more, preferably in their performance controllable or controllable pumps 72, the water from the main tank 20 suck and promote under a high, variable by the pump power pressure to the nozzles 71.
  • the one vertical component to the main flow in the wave tank 30 having, from the nozzles Exiting water jet promotes the formation of the shaft 60 in a similar manner as the guide profiles 54, 55, 56.
  • the nozzle strips 70 can accordingly not only - as in Fig. 7 shown - to be arranged on a line transverse to the main flow in the wave tank 30, but also in the FIGS. 5 and 6 assume arrangements or mixed forms thereof. Due to the pivotable arrangement of the nozzles 71 and the nozzle strips 70 relative to the bottom 31 of the wave pool, these can not only be directed vertically upwards, but also at any angle to the main flow - contrary or in the same direction - be aligned.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Structures Of Non-Positive Displacement Pumps (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)

Claims (18)

  1. Installation de surf artificielle conçue pour engendrer une vague stationnaire (60), munie d'une rampe inclinée (50) vers l'extrémité supérieure de laquelle de l'eau est refoulée à l'aide d'au moins une pompe (45), en empruntant un trajet d'écoulement (46), et dont l'extrémité inférieure (52) débouche dans un bassin à turbulences (30), au moins un dispositif réglable de guidage (54, 55, 56) étant implanté dans ledit bassin à turbulences (30), à une distance (L55) par rapport à l'extrémité inférieure de ladite rampe (50) dans la direction de circulation, caractérisée par le fait que le bassin à turbulences (30) offre, lorsque la pompe (45) à présence minimale est en fonction, un niveau de liquide (N30) situé au-dessus du niveau de liquide (N20) d'un bassin principal (20) entourant ledit bassin à turbulences (30), sachant que la quantité d'eau renfermée par ledit bassin à turbulences (30) oppose, en permanence, une résistance bien définie à l'eau en circulation vers le bas sur la rampe (50), également lorsque ladite pompe (45) à présence minimale est au repos, de telle sorte que la formation et la hauteur de la vague stationnaire (60) soient influencées par la variation de la vitesse d'écoulement.
  2. Installation de surf selon la revendication 1, caractérisée par le fait que le trajet d'écoulement (46) comporte des parois latérales (461), au moyen desquelles un rétrécissement de la largeur de circulation de l'eau peut être réglé en direction de l'extrémité supérieure (51) de la rampe (50).
  3. Installation de surf selon l'une des revendications précédentes, caractérisée par le fait que plusieurs unités de pompage (41, 42, 43, 44), respectivement pourvues d'une pompe (45), sont implantées en amont du trajet d'écoulement (46), le bassin à turbulences (30) et lesdites unités de pompage (41, 42, 43, 44) étant entourés par le bassin principal (20).
  4. Installation de surf selon la revendication 3, caractérisée par le fait que le débit refoulé par les pompes (45) peut être régulé en vue de la régulation de la quantité totale d'eau refoulée vers le trajet d'écoulement (46), et/ou les pompes (45) des multiples unités de pompage (41, 42, 43, 44) peuvent être mises en fonction et hors fonction individuellement, ou par groupes.
  5. Installation de surf selon l'une des revendications précédentes, caractérisée par le fait que le dispositif de guidage est scindé, sur la largeur du bassin à turbulences (30), en plusieurs dispositifs de guidage (54, 55, 56) voisins les uns des autres.
  6. Installation de surf selon l'une des revendications précédentes, caractérisée par le fait que les dispositifs de guidage sont réalisés sous la forme de profils déflecteurs (54, 55, 56) montés pivotants, autour d'un palier de pivotement (57), par leur arête antérieure dirigée en sens inverse de la circulation.
  7. Installation de surf selon la revendication 6, caractérisée par le fait que l'angle d'incidence (A) respectif du profil déflecteur ou des profils déflecteurs (54, 55, 56), vis-à-vis de la circulation, peut être réglé au moyen d'un mécanisme de réglage (58).
  8. Installation de surf selon la revendication 6 ou 7, caractérisée par le fait que le profil déflecteur ou les profils déflecteurs (54, 55, 56) est (sont) respectivement agencé(s) avec montage flottant libre, par leur arête postérieure, au moins dans une plage de pivotements déterminée.
  9. Installation de surf selon au moins l'une des revendications 5 à 8, caractérisée par le fait que les multiples profils déflecteurs (54, 55, 56), voisins les uns des autres, sont conçus pour être disposés en des emplacements différents en vue d'influencer la forme (61) de la vague (60) sur la longueur et/ou la largeur du bassin à turbulences (30).
  10. Installation de surf selon la revendication 9, caractérisée par le fait que les multiples profils déflecteurs (54, 55, 56), voisins les uns des autres, sont montés à coulissement sur des guides (59) implantés au fond (31) du bassin à turbulences (30), ou peuvent être fixés auxdits guides en des emplacements différents.
  11. Installation de surf selon l'une des revendications précédentes, caractérisée par le fait que le niveau d'eau renfermé par le bassin à turbulences (30) peut être régulé par un trop-plein (36) réglable, de préférence, au moyen d'un mécanisme de réglage (37).
  12. Installation de surf selon l'une des revendications précédentes, caractérisée par le fait que la rampe (50) présente des parois latérales (501) pouvant être animées de mouvements relatifs, en vue de modifier la largeur de circulation.
  13. Installation de surf selon l'une des revendications précédentes, caractérisée par le fait que le bassin à turbulences (30) présente des parois latérales (33) pouvant être animées de mouvements relatifs, en vue de modifier la largeur de circulation.
  14. Installation de surf selon l'une des revendications précédentes, caractérisée par le fait que la distance (L55), respectivement comprise entre le profil déflecteur ou les profils déflecteurs (54, 55, 56) et l'extrémité inférieure (52) de la rampe (50), correspond sensiblement à la longueur (L50) de ladite rampe (50).
  15. Installation de surf selon l'une des revendications précédentes, caractérisée par le fait qu'au moins un dispositif de guidage (54, 55, 56) est équipé d'au moins une buse (71), ou est constitué d'une barrette de projection (70) comprenant plusieurs buses (71), sachant que de l'eau afflue dans le bassin à turbulences (30), par l'intermédiaire desdites buses (71), avec une composante d'écoulement dirigée perpendiculairement à l'écoulement principal dans ledit bassin à turbulences (30).
  16. Installation de surf selon la revendication 15, caractérisée par le fait que la buse (71) à présence minimale, ou la barrette de projection (70), est installée au fond (31) du bassin à turbulences (30) avec faculté de pivotement.
  17. Installation de surf selon la revendication 15, caractérisée par le fait que la buse (71) à présence minimale, ou la barrette de projection (70), est orientée suivant un angle quelconque vis-à-vis de l'écoulement principal - en sens inverse, ou dans la direction de ce dernier -.
  18. Installation de surf selon l'une des revendications 15 à 17, caractérisée par le fait que la buse (71) à présence minimale est alimentée par une ou plusieurs pompe(s) (72) dont le rendement peut être commandé ou régulé.
EP09759672.0A 2008-11-17 2009-11-17 Installation de surf artificielle Active EP2356298B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102008057785A DE102008057785A1 (de) 2008-11-17 2008-11-17 Künstliche Surfanlage
PCT/EP2009/008177 WO2010054850A1 (fr) 2008-11-17 2009-11-17 Installation de surf artificielle

Publications (2)

Publication Number Publication Date
EP2356298A1 EP2356298A1 (fr) 2011-08-17
EP2356298B1 true EP2356298B1 (fr) 2014-01-15

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EP09759672.0A Active EP2356298B1 (fr) 2008-11-17 2009-11-17 Installation de surf artificielle

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US (1) US8516624B2 (fr)
EP (1) EP2356298B1 (fr)
DE (1) DE102008057785A1 (fr)
DK (1) DK2356298T3 (fr)
ES (1) ES2458634T3 (fr)
PT (1) PT2356298E (fr)
WO (1) WO2010054850A1 (fr)

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DE102014013621B3 (de) * 2014-09-19 2015-11-12 Thomas Gerlach Vorrichtung zur Erzeugung einer stehenden Welle in einem Fluid (z.B. Gewässer)
DE102017107338A1 (de) 2017-04-05 2018-10-11 Unit Parktech Ag Anordnung, Vorrichtung und Verfahren zur Erzeugung einer stehenden Welle in einem Stillgewässer oder Wasserbecken
DE202017006710U1 (de) 2017-12-05 2018-12-07 Action Team Veranstaltungs Gmbh Surfanlage
EP3495586A1 (fr) 2017-12-05 2019-06-12 Action Team Veranstaltungs GmbH Installation de surf
US11542716B2 (en) 2017-09-25 2023-01-03 Upsurfdown Gmbh Artificial surfing system

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WO2018083264A1 (fr) * 2016-11-04 2018-05-11 Lengermann + Trieschmann Gmbh + Co. Kg Système pour la production d'une vague artificielle
EP3487593B1 (fr) * 2016-11-04 2021-04-14 L&T Lengermann & Trieschmann GmbH & Co. KG Système pour la production d'une vague artificielle
CN109923318B (zh) 2016-11-08 2022-01-04 卡纳波浪公司 波浪产生方法和设备
US10119285B2 (en) 2017-01-20 2018-11-06 The Wave Pool Company, LLC Systems and methods for generating waves
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WO2018206121A1 (fr) * 2017-05-12 2018-11-15 Hydrostadium Dispositif flottant pour produire une vague stationnaire
FR3067256B1 (fr) * 2017-06-13 2019-08-09 Madea Concept Dispositif pour sports nautiques de glisse a courbure de pente
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RU184217U1 (ru) * 2018-02-02 2018-10-18 Общество с ограниченной ответственностью "ВОРЛДЭКС ГРУПП" Водный аттракцион
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AT522254A1 (de) * 2019-02-08 2020-09-15 Loka E U Anordnung zur Erzeugung einer künstlichen Surfwelle
DE102019004609A1 (de) * 2019-07-01 2021-01-07 Robert Meier-Staude Verfahren des Betreibens einer Wassersportanlage und Wassersportanlage
CN110337995B (zh) * 2019-07-15 2021-08-24 华北水利水电大学 一种水土保持型生态护坡
CN110975257B (zh) * 2019-12-04 2024-10-18 范跃飞 一种人工冲浪池
RU2755753C2 (ru) * 2019-12-11 2021-09-21 Общество с ограниченной ответственностью "ВОРЛДЭКС ГРУПП" Способ формирования искусственной волны
RU204674U1 (ru) * 2019-12-11 2021-06-04 Общество с ограниченной ответственностью "ВОРЛДЭКС ГРУПП" Аттракцион для формирования искусственной волны
RU201713U1 (ru) * 2019-12-11 2020-12-29 Общество с ограниченной ответственностью "ВОРЛДЭКС ГРУПП" Аттракцион для формирования искусственной волны
RU201759U1 (ru) * 2019-12-11 2021-01-11 Общество с ограниченной ответственностью "ВОРЛДЭКС ГРУПП" Аттракцион для формирования искусственной волны
AT523412B1 (de) * 2020-01-24 2021-08-15 Gmeiner Tobias Vorrichtung und Verfahren zum Erzeugen einer künstlichen Surfwelle
US11261611B2 (en) 2020-06-02 2022-03-01 Wave Box Ltd Artificial wave generation surfing facility
EP3919143A1 (fr) 2020-06-03 2021-12-08 Wavebox Limited (HE399595) Installation de surf générant des ondes artificielles
KR102257360B1 (ko) * 2020-10-30 2021-05-26 조영재 인공서핑장
US12084882B2 (en) 2021-03-03 2024-09-10 Whitewater West Industries Ltd. Wave system and method
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102014013621B3 (de) * 2014-09-19 2015-11-12 Thomas Gerlach Vorrichtung zur Erzeugung einer stehenden Welle in einem Fluid (z.B. Gewässer)
DE102017107338A1 (de) 2017-04-05 2018-10-11 Unit Parktech Ag Anordnung, Vorrichtung und Verfahren zur Erzeugung einer stehenden Welle in einem Stillgewässer oder Wasserbecken
WO2018185565A2 (fr) 2017-04-05 2018-10-11 Unit Parktech Ag Agencement, dispositif et procédé de génération d'une vague stationnaire dans des eaux stagnantes ou dans un bassin
WO2018185565A3 (fr) * 2017-04-05 2019-02-21 Unit Parktech Ag Agencement, dispositif et procédé de génération d'une vague stationnaire dans des eaux stagnantes ou dans un bassin
US11542716B2 (en) 2017-09-25 2023-01-03 Upsurfdown Gmbh Artificial surfing system
DE202017006710U1 (de) 2017-12-05 2018-12-07 Action Team Veranstaltungs Gmbh Surfanlage
EP3495586A1 (fr) 2017-12-05 2019-06-12 Action Team Veranstaltungs GmbH Installation de surf
WO2019110496A1 (fr) 2017-12-05 2019-06-13 Action Team Veranstaltungs Gmbh Installation de surf
CN111512008A (zh) * 2017-12-05 2020-08-07 行动小组活动公司 冲浪设备
CN111512008B (zh) * 2017-12-05 2021-10-26 行动小组活动公司 冲浪设备

Also Published As

Publication number Publication date
DE102008057785A1 (de) 2010-05-20
US20110099707A1 (en) 2011-05-05
EP2356298A1 (fr) 2011-08-17
WO2010054850A1 (fr) 2010-05-20
PT2356298E (pt) 2014-04-22
DK2356298T3 (da) 2014-04-22
US8516624B2 (en) 2013-08-27
ES2458634T3 (es) 2014-05-06

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