JPH0556919B2 - - Google Patents

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Publication number
JPH0556919B2
JPH0556919B2 JP14731089A JP14731089A JPH0556919B2 JP H0556919 B2 JPH0556919 B2 JP H0556919B2 JP 14731089 A JP14731089 A JP 14731089A JP 14731089 A JP14731089 A JP 14731089A JP H0556919 B2 JPH0556919 B2 JP H0556919B2
Authority
JP
Japan
Prior art keywords
waterway
water
artificial
supply pump
annular
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.)
Expired - Lifetime
Application number
JP14731089A
Other languages
Japanese (ja)
Other versions
JPH0312189A (en
Inventor
Yukio Kishimoto
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.)
TEKUNO HOOTO KK
Original Assignee
TEKUNO HOOTO KK
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 TEKUNO HOOTO KK filed Critical TEKUNO HOOTO KK
Priority to JP14731089A priority Critical patent/JPH0312189A/en
Publication of JPH0312189A publication Critical patent/JPH0312189A/en
Publication of JPH0556919B2 publication Critical patent/JPH0556919B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、水流の状況が各種の変化、初歩的な
段階から高難度な段階まで任意な変化を発生し、
カヌー、カヤツクまたはボート等を楽しむレジヤ
ー施設であるレジヤー用人工水路に関する。
[Detailed Description of the Invention] (Industrial Application Field) The present invention is applicable to various changes in water flow conditions, from basic stages to highly difficult stages.
This invention relates to an artificial waterway for leisure, which is a leisure facility for enjoying canoes, kayaks, boats, etc.

(従来の技術) 従来、天然の河川および湖沼等を利用してカヌ
ー、ボート等の水上スポーツを楽しむレジヤー施
設が存在する。また、大型リング状の水路(キヤ
ネル)を人工的に形成し、水を循環して楽しむ各
種のレジヤー施設が考慮されている。
(Prior Art) Conventionally, there have been leisure facilities that utilize natural rivers, lakes, and the like to enjoy water sports such as canoeing and boating. In addition, various leisure facilities are being considered in which large ring-shaped waterways (canals) are artificially formed and water is circulated and enjoyed.

(発明が解決しようとする課題) ところが、天然の好適な河川または湖沼等は遠
隔地にあることが多く、現地までの往復と用具の
運搬とに、貴重な時間と経費とを要し、その利用
には不便なことが多かつた。また、従来の人工水
路は、交通の便利な地域に設置され利用には便利
であつても、比較的水路の変化が少なく、飽きら
れ易いという欠点があつた。
(Problem to be solved by the invention) However, suitable natural rivers, lakes, etc. are often located in remote areas, and it takes valuable time and money to travel back and forth to the site and transport equipment. It was often inconvenient to use. In addition, although conventional artificial waterways are installed in areas with convenient transportation and are convenient to use, they have the disadvantage that the waterways change relatively little and are easy to get tired of.

本発明は、上述の点に鑑み、従来技術の問題点
を有効に解決し、初歩的な段階から高難度な段階
までの各種の複雑な水流変化が付与されるレジヤ
ー用人工水路を提供することを目的とする。
In view of the above-mentioned points, the present invention effectively solves the problems of the prior art and provides an artificial waterway for leisure use that can be provided with various complicated water flow changes from basic stages to highly difficult stages. With the goal.

(課題を解決するための手段) このような目的を達成するために、本発明は、
長距離の水路内の水を循環して流通させる給水ポ
ンプを有する人工水路において、前記人工水路が
防水可撓性材料で形成され、前記人工水路に設け
られた外部より前記人工水路に押圧を付加して断
面形状を変化させ狭隘水路または浅瀬による水流
変化を発生する形状可変手段と、前記人工水路に
設けられ噴水による水流変化を発生する噴水ノズ
ルと、前記給水ポンプ、形状可変手段および噴水
ノズルの所要の条件と時間的な変化とを設定して
プログラム制御する計算制御装置とを備えること
を特徴とする。
(Means for Solving the Problems) In order to achieve such an object, the present invention has the following features:
In an artificial waterway having a water supply pump that circulates and distributes water in a long-distance waterway, the artificial waterway is formed of a waterproof flexible material, and pressure is applied to the artificial waterway from the outside provided in the artificial waterway. a shape variable means that changes its cross-sectional shape to generate a water flow change due to a narrow waterway or shallow water, a fountain nozzle installed in the artificial waterway that generates a water flow change due to a fountain, the water supply pump, the shape variable means, and the fountain nozzle. It is characterized by comprising a calculation control device that sets required conditions and temporal changes and performs program control.

(作用) このような技術手段により、本発明は、長距離
の水路が防水可撓性材料にてなり、形状可変手段
として本実施例では油圧シリンダおよび噴水ノズ
ルが人工水路の任意の箇所に設けられ、計算制御
装置が所要の条件、すなわち前記給水ポンプの給
水量、油圧シリンダの押圧力、押付角度および噴
水ノズルの開口度、噴射方向、さらに時間的な変
化とを設定して、プログラム制御することによつ
て、狭隘水路、浅瀬、渦流、急流または伏流等の
水流変化が容易に発生できる。
(Function) By using such technical means, the present invention enables a long-distance waterway to be made of waterproof and flexible material, and in this embodiment, a hydraulic cylinder and a fountain nozzle are provided at any location of the artificial waterway as shape variable means. The calculation control device sets the required conditions, namely, the water supply amount of the water supply pump, the pressing force of the hydraulic cylinder, the pressing angle, the opening degree of the fountain nozzle, the injection direction, and further changes over time, and performs program control. As a result, water flow changes such as narrow channels, shallow waters, eddies, rapids, or underground flows can easily occur.

(実施例) 次に、本発明の実施例を図面に基づき、詳細に
説明する。
(Example) Next, an example of the present invention will be described in detail based on the drawings.

第1図は本発明の一実施例の概略構成図、第2
図は第1図の計算制御装置のブロツク図である。
第1図ないし第2図において、レジヤー用人工水
路100は、水平循環型水路で、主として環状水
路1、ポンプ設備4、形状可変手段、本実施例で
は狭隘用油圧シリンダ5と浅瀬用油圧シリンダ5
Aと、噴水ノズル6および計算制御装置7(第2
図)から構成される。4A,8は水中ポンプおよ
びカヌーである。環状水路1は、U字状に形成さ
れ防水可撓性有機材料からなり、水平な大型環状
に構成される。環状水路1の一部には、出発点お
よび終了点である出発側および終了側水路2,3
が、一体的に装着される。さらに、環状水路1、
出発側および終了側水路2,3は、木製、ビニー
ルパネル製またはコンクリート製等の環状溝1A
内に収容されて、補強・保護されている。貯水池
9は、環状水路1の内側空間部に配置され、環状
水路1に設けられた排水口9Aからオーバーフロ
ーした還流が貯水され、浄化装置9Bを経て、給
水ポンプ4により環状水路1に循環供給される。
FIG. 1 is a schematic configuration diagram of an embodiment of the present invention, and FIG.
The figure is a block diagram of the calculation control device of FIG. 1.
1 and 2, the artificial waterway 100 for leisure is a horizontal circulation type waterway, and mainly includes an annular waterway 1, pump equipment 4, shape variable means, and in this embodiment, a hydraulic cylinder 5 for narrow water and a hydraulic cylinder 5 for shallow water.
A, the fountain nozzle 6 and the calculation control device 7 (second
(Figure). 4A and 8 are a submersible pump and a canoe. The annular waterway 1 is formed in a U-shape, is made of waterproof flexible organic material, and is configured in the shape of a large horizontal ring. A part of the annular waterway 1 has starting and ending waterways 2 and 3, which are the starting and ending points.
is installed integrally. Furthermore, the circular waterway 1,
The starting and ending waterways 2 and 3 are annular grooves 1A made of wood, vinyl panels, concrete, etc.
It is housed inside, reinforced and protected. The reservoir 9 is disposed in the inner space of the annular waterway 1, and stores the return water that overflows from the drain port 9A provided in the annular waterway 1. The water is circulated and supplied to the annular waterway 1 by the water supply pump 4 via the purification device 9B. Ru.

狭隘用油圧シリンダ5は、環状水路1に適当な
間隔で設置され、外部より環状水路1の側面に押
圧力を付与して、渓谷状狭隘部分を形成し、この
部分の流水速度を増加させる。また、浅瀬用油圧
シリンダ5Aは、同じくリング状水路1に適当な
間隔で設置され、外部よりその底面に押圧力を付
与して、浅瀬部分を形成し、この部分の流水速度
を変化させる。なお、油圧シリンダ5,5Aの押
圧力、押付け方向は適宜に設定され、この押圧力
を受ける環状水路1の側面および底面は、補強材
により充分に補強される。
The narrowing hydraulic cylinders 5 are installed in the annular waterway 1 at appropriate intervals, and apply a pressing force to the side surface of the annular waterway 1 from the outside to form a valley-like narrow part and increase the water flow velocity in this part. Further, the hydraulic cylinders 5A for shallow water are similarly installed at appropriate intervals in the ring-shaped waterway 1, and apply a pressing force to the bottom surface from the outside to form a shallow water portion and change the water flow velocity in this portion. Note that the pressing force and pressing direction of the hydraulic cylinders 5 and 5A are set appropriately, and the side and bottom surfaces of the annular waterway 1 that receive this pressing force are sufficiently reinforced with a reinforcing material.

噴水ノズル6は、環状水路1に適宜な間隔で配
置され、給水ポンプ4から供給される水を噴出し
て水流を作る。また、この噴水ノズル6の取付角
度および開口度を可変とすることにより、水流に
渦流、乱流、伏流等を発生させ変化させる。な
お、噴水ノズル6の取付箇所は、補強材により充
分に補強される。
The fountain nozzles 6 are arranged at appropriate intervals in the annular waterway 1 and eject water supplied from the water supply pump 4 to create a water stream. Furthermore, by making the installation angle and opening degree of the fountain nozzle 6 variable, eddies, turbulence, underflow, etc. are generated and changed in the water flow. Note that the attachment location of the fountain nozzle 6 is sufficiently reinforced with a reinforcing material.

第2図に示すように、計算制御装置7は、主と
して入力部10、CPU11、メモリ部12およ
びI/Oインタフエース部13からなり、ハード
部門である給水ポンプ4の給水量と、狭隘用油圧
シリンダ5と、浅瀬用油圧シリンダ5Aの押圧
力、押付け角度および噴水ノズル6の取付角度な
らびに開口度とを設定するプログラムを設定し、
このプログラムを入力部10を経て、メモリ部1
2に読み込ませる。各種の設定値を変更して、初
歩的段階から高難度的段階にいたる多種のプログ
ラム制御により、狭隘水路、浅瀬、渦流、急流ま
たは伏流等を模した多様な状態の出現が可能であ
る。
As shown in FIG. 2, the calculation control device 7 mainly consists of an input section 10, a CPU 11, a memory section 12, and an I/O interface section 13, and controls the water supply amount of the water supply pump 4, which is a hardware section, and the hydraulic pressure for narrow spaces. Setting a program to set the pressing force and pressing angle of the cylinder 5 and the shallow water hydraulic cylinder 5A, and the installation angle and opening degree of the fountain nozzle 6,
This program is sent to the memory section 1 through the input section 10.
Load it into 2. By changing various setting values and controlling various programs from basic to highly difficult stages, it is possible to create a variety of conditions simulating narrow channels, shallow water, whirlpools, rapids, or underground currents.

従つて、入力部10のキーボードに任意のプロ
グラムを指定し、CPU11はメモリ部12から
プログラムを読み出して、環状水路1の諸条件が
設定される。このプログラムは、時間の経過と共
に、設定値の変化させることが可能で、環状水路
1を1周に止まらず、2周、3周と回数を重ねる
間に、設定条件を多様に変更し、変化の豊富なレ
ジヤー施設として長水路を楽しむことができる。
Therefore, by specifying an arbitrary program on the keyboard of the input section 10, the CPU 11 reads the program from the memory section 12, and various conditions of the annular waterway 1 are set. This program allows you to change the set values over time, and as you go around the annular waterway 1 not only once, but twice or three times, you can change the setting conditions in a variety of ways. You can enjoy the long waterway as a rich leisure facility.

なお、計算制御装置7は、競技者がカヌー8か
ら転覆した際には、底面に設置された図示されて
いない検出器により、給水ポンプ4の停止および
水の急速排除の指令を発生する。環状水路1が浅
く、立上がり容易で安全である。
In addition, when a contestant capsizes from the canoe 8, the calculation control device 7 issues a command to stop the water supply pump 4 and quickly remove water using a detector (not shown) installed on the bottom surface. The annular waterway 1 is shallow, easy to stand up, and safe.

このように、本発明は、初歩的な段階から高難
度な段階までの各種のプログラムを楽しむと共
に、難コースを克服し、征服する際の快適なスリ
ル感および記録タイムを楽しむゲーム的感覚、達
成感等が満足される。なお、この水路1には、水
路1の上方および側面窓に適宜設けられた図示さ
れていないテレビカメラにより、水流状態の観
察、安全の確認の集中監視を行い、かつ競技者の
指導を行い、さらに通常、水平循環型水路100
の周囲環境は、自然な雰囲気で満されるものとす
る。
In this way, the present invention provides a game-like experience where you can enjoy various programs from the basic stage to the highly difficult stage, and enjoy the comfortable thrill of overcoming and conquering difficult courses and recording time. Feelings are satisfied. In addition, in this waterway 1, television cameras (not shown) installed appropriately above and on the side windows of the waterway 1 are used for intensive monitoring to observe the water flow condition and confirm safety, and to provide guidance to the competitors. Further, normally, horizontal circulation waterway 100
The surrounding environment shall be filled with a natural atmosphere.

次に、第3図は本発明の他の実施例の概略構成
図を示す。図において第1図と同一の機能を有す
る部分には、同一の符号が付されている。レジヤ
ー用人工水路200は、高落差循環型水路で、主
として高落差付き環状水路14、カヌー用リフト
15、プルー16、給水ポンプ17ならびに高落
差付き環状水路14に適宜配設された狭隘用・浅
瀬用油圧シリンダ5,5Aおよび計算制御装置7
から構成される。高落差付き環状水路14は、U
字状に形成され防水可撓性有機材料からなり、環
状に構成される。この環状水路14は、木製、ビ
ニールパネル製またはコンクリート製等で、数メ
ートルの高落差を構成する環状溝14A内に収容
されて、補強・保護される。カヌー用リフト15
は、水路出発点18Aと水路終点18Bとの間を
連結して、カヌー8および競技者を出発点18A
に移動させる。
Next, FIG. 3 shows a schematic configuration diagram of another embodiment of the present invention. In the figure, parts having the same functions as those in FIG. 1 are given the same reference numerals. The leisure artificial waterway 200 is a high-head circulation waterway, and mainly includes a high-head annular waterway 14, a canoe lift 15, a pulley 16, a water supply pump 17, and narrow/shallow water channels appropriately arranged in the high-head annular waterway 14. Hydraulic cylinders 5, 5A and calculation control device 7
It consists of The annular waterway 14 with a high head is U
It is formed into a letter shape and is made of waterproof flexible organic material, and is configured in a ring shape. This annular waterway 14 is made of wood, vinyl panels, concrete, or the like, and is housed in an annular groove 14A having a height of several meters to be reinforced and protected. Canoe lift 15
connects the waterway starting point 18A and the waterway end point 18B, and moves the canoe 8 and the athlete to the starting point 18A.
move it to

また、プール16は環状水路14を一巡した水
が一旦収容され、給水ポンプ17はこのプール1
6内の水を水路出発点10Aに供給し、常時循環
させる。狭隘用・浅瀬用油圧シリンダ5,5A
は、第1図と同様に環状水路14の適宜な箇所に
配置され、狭隘部分、浅瀬、等を発生させる。
In addition, the pool 16 temporarily stores the water that has gone around the annular waterway 14, and the water supply pump 17 is connected to the pool 1.
6 is supplied to the waterway starting point 10A and constantly circulated. Hydraulic cylinder for narrow spaces and shallow waters 5, 5A
are placed at appropriate locations in the annular waterway 14 in the same way as in FIG. 1, creating narrow areas, shallow waters, and the like.

次に、第4図は本発明のさらに他の実施例の概
略構成図を示す。図において第1図および第3図
と同一の機能を有する部分には、同一の符号が付
されている。レジヤー用人工水路300は、流下
型水路で、主として帯状水路20、プール21、
給水ポンプ22、適宜配設される狭隘用・浅瀬用
油圧シリンダ5,5A、噴水ノズル6および計算
制御装置7から構成される。23はカヌー運搬用
トラツクである。
Next, FIG. 4 shows a schematic configuration diagram of still another embodiment of the present invention. In the figures, parts having the same functions as in FIGS. 1 and 3 are designated by the same reference numerals. The artificial waterway 300 for leisure is a flowing waterway, and mainly includes a strip waterway 20, a pool 21,
It is composed of a water supply pump 22, hydraulic cylinders 5, 5A for narrow spaces and shallow waters, which are appropriately arranged, a fountain nozzle 6, and a calculation control device 7. 23 is a truck for transporting a canoe.

帯状水路20は、U字状に形成され防水可撓性
有機材料からなり、帯状に構成される。この帯状
水路20は、木製、ビニールパネル製またはコン
クリート製等で帯状に形成され、所要の落差を構
成する帯状溝20A内に収容されて、補強・保護
されている。水流は、水路出発点24Aから水路
終点24Bへの落差により流下し、プール21に
一旦貯水され、給水ポンプ22にて出発点24A
に給水され常時循環させる。
The band-shaped waterway 20 is formed in a U-shape, is made of waterproof flexible organic material, and is configured in a band-shape. The strip waterway 20 is formed into a strip of wood, vinyl panel, concrete, or the like, and is housed in a strip groove 20A that constitutes a required head for reinforcement and protection. The water flows down due to the head difference from the waterway starting point 24A to the waterway ending point 24B, is temporarily stored in the pool 21, and is pumped to the waterway starting point 24A by the water supply pump 22.
water is supplied and constantly circulated.

また、狭隘用・浅瀬用油圧シリンダ5,5Aお
よび噴水ノズル6は、第1図および第5図と同様
に帯状水路20の適宜な複数箇所に配置され、狭
隘部分、浅瀬、渦流、急流、伏流等を発生させ
る。
Further, the hydraulic cylinders 5, 5A for narrow/shallow water and the fountain nozzle 6 are arranged at a plurality of appropriate locations in the band-shaped waterway 20 as in FIGS. 1 and 5. etc. will occur.

(発明の効果) 以上に説明するように、本発明によれば、人工
水路が防水可撓性材料にて形成され、前記人工水
路に設けられ外部より前記人工水路に押圧を付加
して断面形状を変化させ狭隘水路または浅瀬によ
る水流変化を発生させる形状可変手段と、前記人
工水路に設けられ渦流、急流または伏流による水
流変化を発生させる噴水ノズルと、前記給水ポン
プ、形状可変手段および噴水ノズルの所要の条件
と時間的な変化とを設定してプログラム制御する
計算制御装置とを設けることにより、従来技術の
問題点が有効に解決され、初歩的な段階から高難
度な段階までの各種のプログラム制御によつて、
時間的および位置的に複雑な水流変化を付与する
という効果を奏する。
(Effects of the Invention) As described above, according to the present invention, an artificial waterway is formed of a waterproof flexible material, and a cross-sectional shape is formed by applying pressure to the artificial waterway from the outside. a water supply pump, a shape variable means, and a fountain nozzle that is installed in the artificial waterway and generates a water flow change due to a vortex, a rapid current, or an underground flow; By providing a computer control device that controls the program by setting the required conditions and temporal changes, the problems of the conventional technology can be effectively solved, and various programs from the elementary stage to the highly difficult stage can be used. By control,
This has the effect of imparting complex water flow changes temporally and positionally.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の一実施例の概略構成図、第2
図は第1図の計算制御装置のブロツク図、第3図
は本発明の他の実施例の概略構成図、第4図は本
発明のさらに他の実施例の概略構成図である。 1……環状水路、4……給水ポンプ、5……狭
隘用油圧シリンダ、5A……浅瀬用油圧シリン
ダ、6……噴水ノズル、7……計算制御装置、1
4……環状水路、20……帯状水路、100……
水平循環型水路、200……高落差循環型水路、
300……流下型水路。
FIG. 1 is a schematic configuration diagram of an embodiment of the present invention, and FIG.
1, FIG. 3 is a schematic block diagram of another embodiment of the present invention, and FIG. 4 is a schematic block diagram of still another embodiment of the present invention. 1... Annular waterway, 4... Water supply pump, 5... Hydraulic cylinder for narrow water, 5A... Hydraulic cylinder for shallow water, 6... Fountain nozzle, 7... Calculation control device, 1
4...Ring waterway, 20...Strip waterway, 100...
Horizontal circulation type waterway, 200...High head circulation type waterway,
300...Flowing waterway.

Claims (1)

【特許請求の範囲】[Claims] 1 長距離の水路内の水を循環して流通させる給
水ポンプを有する人工水路において、前記人工水
路が防水可撓性材料にて形成され、前記人工水路
に設けられ外部より前記人工水路に押圧を付加し
て断面形状を変化させ狭隘水路または浅瀬による
水流変化を発生させる形状可変手段と、前記人工
水路に設けられ噴水による水流変化を発生させる
噴水ノズルと、前記給水ポンプ、形状可変手段お
よび噴水ノズルの所要の条件と時間的な変化とを
設定してプログラム制御する計算制御装置とを備
えたことを特徴とするレジヤー用人工水路。
1. In an artificial waterway having a water supply pump that circulates and distributes water in a long-distance waterway, the artificial waterway is formed of a waterproof flexible material, and is provided in the artificial waterway so that pressure can be applied to the artificial waterway from the outside. a shape variable means that is added to change the cross-sectional shape to generate a water flow change due to a narrow waterway or shallow water; a fountain nozzle provided in the artificial waterway that generates a water flow change due to a fountain; the water supply pump, the shape variable means, and the fountain nozzle. 1. An artificial waterway for leisure use, comprising: a computer control device for setting and program-controlling the required conditions and temporal changes.
JP14731089A 1989-06-09 1989-06-09 Artificial waterway for leisure Granted JPH0312189A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14731089A JPH0312189A (en) 1989-06-09 1989-06-09 Artificial waterway for leisure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14731089A JPH0312189A (en) 1989-06-09 1989-06-09 Artificial waterway for leisure

Publications (2)

Publication Number Publication Date
JPH0312189A JPH0312189A (en) 1991-01-21
JPH0556919B2 true JPH0556919B2 (en) 1993-08-20

Family

ID=15427304

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14731089A Granted JPH0312189A (en) 1989-06-09 1989-06-09 Artificial waterway for leisure

Country Status (1)

Country Link
JP (1) JPH0312189A (en)

Also Published As

Publication number Publication date
JPH0312189A (en) 1991-01-21

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