JPH07120352A - Flow environment simulating circular stream water tank - Google Patents
Flow environment simulating circular stream water tankInfo
- Publication number
- JPH07120352A JPH07120352A JP5292795A JP29279593A JPH07120352A JP H07120352 A JPH07120352 A JP H07120352A JP 5292795 A JP5292795 A JP 5292795A JP 29279593 A JP29279593 A JP 29279593A JP H07120352 A JPH07120352 A JP H07120352A
- Authority
- JP
- Japan
- Prior art keywords
- water tank
- flow
- circulating water
- pair
- outflow
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 91
- 238000004088 simulation Methods 0.000 claims abstract description 19
- 238000013016 damping Methods 0.000 description 4
- 238000005259 measurement Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
Landscapes
- Aerodynamic Tests, Hydrodynamic Tests, Wind Tunnels, And Water Tanks (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】この発明は、回流水槽の上部開放
面に実海域で波によって生じる海底付近の流れ（前後
流）を再現させる流動環境シミュレーション回流水槽に
係り、特に、逆向きに回転する一対のインペラを用いて
実海域の種々のタイプの流れを発生させるようにした流
動環境シミュレーション回流水槽に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a flow environment simulation circulating water tank which reproduces the flow (front-back flow) near the sea floor caused by waves in the actual open sea on the upper open surface of the circulating water tank, and in particular, rotates in the opposite direction. The present invention relates to a flow environment simulation circulating water tank that uses a pair of impellers to generate various types of flows in an actual sea area.
【０００２】[0002]
【従来の技術】従来、回流水槽の上部開放面に実海域で
波によって生じる海底付近の流れ（前後流）を再現させ
る流動環境シミュレーション回流水槽は、循環通路中に
配置されたピストンの往復運動を利用して前後流を発生
させている。2. Description of the Related Art Conventionally, a flow environment simulation that reproduces the flow (front-back flow) near the sea bottom generated by waves in the actual open sea on the upper open surface of a circulation water tank It is used to generate back and forth flow.
【０００３】従来のピストンを利用して前後流を発生さ
せる流動環境シミュレーション回流水槽では、例えば、
流速１ｍ／秒、周期６秒の波を発生させる場合、上部が
開放された水槽部分の断面が30cm×30cmのとき、周期６
秒の半分の３秒間が往路の移動で、残りの３秒間が復路
の移動となり、１ｍ／秒×３秒＝３ｍの水の移動が必要
となる。In a flow environment simulation water tank for generating a front-back flow using a conventional piston, for example,
When a wave with a flow velocity of 1 m / sec and a period of 6 seconds is generated, the period is 6 when the cross section of the aquarium with the upper part open is 30 cm x 30 cm.
3 seconds, which is half the second, is the forward movement, and the remaining 3 seconds is the return movement, which requires 1 m / sec × 3 seconds = 3 m of water movement.
【０００４】回流水槽内の水を３ｍ移動させるために
は、ピストンの断面積が水槽部分の断面と同一の30cm×
30cmのとき、ピストンのストロークが３ｍ必要となり、
３ｍ往復動するピストンはその構造が大型となる。In order to move the water in the circulating water tank by 3 m, the cross-sectional area of the piston is the same as the cross-section of the water tank, 30 cm ×
At 30cm, the piston stroke is 3m,
The structure of the piston that reciprocates 3 m is large.
【０００５】[0005]
【発明が解決しようとする課題】前述の如く、回流水槽
の上部開放面に実海域で波によって生じる海底付近の流
れ（前後流）を再現させる従来の流動環境シミュレーシ
ョン回流水槽にあっては、ピストンを用いて流れを発生
させるため、ピストンのストロークが長くなり、ピスト
ンが大型になる不都合があった。As described above, the conventional flow environment simulation circulating water tank that reproduces the flow (front-back flow) near the sea floor caused by waves in the actual open sea on the upper open surface of the circulating water tank has a piston. Since the flow is generated by using, the stroke of the piston becomes long and the piston becomes large.
【０００６】また、ピストンのストロークとピストンの
断面積とは反比例の関係にあり、例えば、ピストンのス
トロークを半分にしたい場合には、ピストンの断面積を
２倍にすればよいが、ピストンの断面積が大きくなって
この場合もピストンは大型になる。Further, the stroke of the piston and the cross-sectional area of the piston are in inverse proportion to each other. For example, if the stroke of the piston is to be halved, the cross-sectional area of the piston may be doubled, but Since the area becomes large, the piston also becomes large in this case.
【０００７】このように、従来の流動環境シミュレーシ
ョン回流水槽にあっては、ピストンのストロークが長く
なるか又はピストンの断面積が大きくなるかの何れかで
あり、何れの場合もピストンが大型になり、これに起因
して回流水槽も大型になるという不都合があった。As described above, in the conventional flow environment simulation circulating water tank, either the stroke of the piston is long or the cross-sectional area of the piston is large. In either case, the piston becomes large. Due to this, there is a disadvantage that the circulating water tank also becomes large.
【０００８】この発明は、上記のような課題に鑑み、そ
の課題を解決すべく創案されたものであって、その目的
とするところは、逆向きに回転する一対のインペラを用
いて実海域の種々のタイプの流れを発生させて、大型の
ピストンの使用を不要にして装置の小型化を図ることの
できる流動環境シミュレーション回流水槽を提供するこ
とにある。The present invention has been made in view of the above problems and was devised to solve the problems. The object of the present invention is to use a pair of impellers that rotate in opposite directions in an actual sea area. It is an object of the present invention to provide a fluidized environment simulation circulating water tank capable of generating various types of flows and making it possible to reduce the size of the apparatus without using a large piston.
【０００９】[0009]
【課題を解決するための手段】以上の目的を達成するた
めにこの発明は、回流水槽の上部開放面に実海域で波に
よって生じる海底付近の流れ（前後流）を再現させる流
動環境シミュレーション回流水槽において、上下回りに
循環する回流水槽の循環通路内に、逆向きに回転する一
対のインペラをそれぞれ配置した構成よりなるものであ
る。In order to achieve the above object, the present invention is a flow environment simulation circulating water tank for reproducing the flow (front-back flow) near the seabed caused by waves in the actual sea area on the upper open surface of the circulating water tank. In the above configuration, a pair of impellers that rotate in opposite directions are arranged in the circulation passage of the circulating water tank that circulates vertically.
【００１０】[0010]
【作用】以上のような構成を有するこの発明は、次のよ
うに作用する。すなわち、逆向きに回転する一対のイン
ペラを交互に回転させることによって、回流水槽内の水
は一定時間毎にその流れが逆方向となり、回流水槽内を
往復移動して、回流水槽の上部開放面に前後流を生じさ
せて、実海域の種々のタイプの流れを発生させるように
作用する。The present invention having the above-described structure operates as follows. That is, by alternately rotating a pair of impellers that rotate in opposite directions, the flow of water in the circulating water tank reverses at regular intervals, reciprocating in the circulating water tank, and opening the upper surface of the circulating water tank. It creates a fore-and-aft flow to the sea and acts to generate various types of flow in the real sea.
【００１１】[0011]
【実施例】以下、図面に記載の実施例に基づいてこの発
明をより具体的に説明する。ここで、図１は流動環境シ
ミュレーション回流水槽の概略全体斜視図、図２は流動
環境シミュレーション回流水槽の上部斜視図である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described more concretely with reference to the embodiments shown in the drawings. Here, FIG. 1 is a schematic overall perspective view of the flow environment simulation circulating water tank, and FIG. 2 is an upper perspective view of the flow environment simulation circulating water tank.
【００１２】図において、流動環境シミュレーション回
流水槽１は、水槽内の水を強制的に往復循環させて上部
開放面に実海域で波によって生じる海底付近の流れ（前
後流）を再現させることができる装置で、水が往復循環
して水槽部２ａに前後流を生じる回流水槽２と、この回
流水槽２の下部に配設された循環通路２ｄ内に配置さ
れ、水槽内の水を強制的に往復循環させて水槽内に前後
流を生じさせる一対のインペラ３，４とから主に構成さ
れている。In the figure, the flow environment simulation circulating water tank 1 is capable of forcibly reciprocating the water in the water tank to reproduce the flow (front-back flow) near the seabed caused by waves in the actual open sea on the upper open surface. In the device, the water is circulated back and forth to generate a back-and-forth flow in the water tank portion 2a, and a circulation passage 2d arranged in the lower portion of the water circulation tank 2 is arranged to forcibly reciprocate the water in the water tank. It is mainly composed of a pair of impellers 3 and 4 that circulate to generate a front-back flow in the water tank.
【００１３】回流水槽２はその上部側に前後流を生じさ
せる水槽部２ａが設けられている。水槽部２ａはその上
部が開放面になっていて、その上部開放面に前後流が生
じる。水槽部２ａ内の長手方向の両側面には水槽部２ａ
内に循環流出入する水の流出入口が各々開口されてい
る。この各流出入口が形成された水槽部２ａ両端の外側
には流出入管２ｂが各々設けられている。The circulating water tank 2 is provided with a water tank portion 2a on the upper side thereof to generate a back and forth flow. The upper portion of the water tank portion 2a is an open surface, and a front-back flow is generated on the upper open surface. The water tank portion 2a is provided on both side surfaces in the longitudinal direction in the water tank portion 2a.
The inflow and outflow ports of water that circulates in and out are opened respectively. Outflow / inflow pipes 2b are provided outside both ends of the water tank portion 2a in which the respective outflow / inflow ports are formed.
【００１４】流出入管２ｂはその先端側が各々下方に向
かって約 180度折り曲げられており、その先端にはそれ
ぞれ水槽部２ａの下方に配設された連通管２ｃの端部が
接続されている。そして、これらの流出入管２ｂ及び連
通管２ｃによって水槽部２ａ内に流れを起こさせる水の
循環通路２ｄが構成される。Each of the inflow / outflow pipes 2b has its front end side bent downward by about 180 degrees, and the front end thereof is connected to an end of a communication pipe 2c disposed below the water tank 2a. The outflow / inflow pipe 2b and the communication pipe 2c constitute a water circulation passage 2d for causing a flow in the water tank portion 2a.
【００１５】循環通路２ｄの一部を構成する連通管２ｃ
の内部には、逆向きに回転してそれぞれ逆方向に水流を
生じさせる一対のインペラ３，４が向かい合うように配
置されている。この一対のインペラ３，４が交互に回転
することによって、水槽部２ａの上部開放面に前後流を
発生させることができる。A communication pipe 2c forming a part of the circulation passage 2d.
Inside, a pair of impellers 3, 4 that rotate in opposite directions and generate water flows in opposite directions are arranged so as to face each other. By rotating the pair of impellers 3 and 4 alternately, a back-and-forth flow can be generated on the upper open surface of the water tank portion 2a.
【００１６】実施例の図面では、両流出入管２ｂの下端
側が分岐されて連通管２ｃが２基平行に配設されてい
て、各連通管２ｃ内には、一対のインペラ３，４が向か
い合うように配置されている。In the drawings of the embodiment, lower ends of both the inflow and outflow pipes 2b are branched so that two communication pipes 2c are arranged in parallel, and a pair of impellers 3 and 4 face each other in each communication pipe 2c. It is located in.
【００１７】この一対のインペラ３，４は、連通管２ｃ
内に挿入された回転軸３ａ，４ａの先端に固設されてい
る。この一対のインペラ３，４の回転軸３ａ，４ａは連
通管２ｃの両外側にそれぞれ延びていて、その後端には
駆動プーリー３ｂ，４ｂが固設されている。The pair of impellers 3 and 4 are connected to the communication pipe 2c.
It is fixed to the tips of the rotating shafts 3a and 4a inserted therein. The rotating shafts 3a, 4a of the pair of impellers 3, 4 extend to both outsides of the communication pipe 2c, and drive pulleys 3b, 4b are fixedly provided at the rear ends thereof.
【００１８】回転軸３ａ，４ａの後端の各駆動プーリー
３ｂ，４ｂには無端ベルト３ｃ，４ｃの一方が回装され
ている。無端ベルト３ｃ，４ｃの他方は両流出入管２ｂ
の外側下部に設置された各モーター３ｄ，４ｄに回装さ
れている。各モーター３ｄ，４ｄは正逆流制御装置５に
接続されていて、この正逆流制御装置５によってモータ
ー３ｄ，４ｄの回転時間や出力等が制御される。One of the endless belts 3c and 4c is wound around the drive pulleys 3b and 4b at the rear ends of the rotary shafts 3a and 4a. The other of the endless belts 3c and 4c is the inflow / outflow pipe 2b.
The motors 3d and 4d installed on the outer lower part of the motor are wound around. The motors 3d and 4d are connected to the forward / backward flow control device 5, and the forward / backward flow control device 5 controls the rotation time and output of the motors 3d and 4d.
【００１９】一対のインペラ３，４は、回転軸３ａ，４
ａ、駆動プーリー３ｂ，４ｂ及び無端ベルト３ｃ，４ｃ
を介して、モーター３ｄ，４ｄにそれぞれ連動連結され
ていて、制御装置５に入力された制御条件に基づいて、
水槽部２ａの上部開放面に前後流を発生させる。The pair of impellers 3 and 4 includes rotating shafts 3a and 4
a, drive pulleys 3b and 4b, and endless belts 3c and 4c
Are interlockingly connected to the motors 3d and 4d via the, respectively, based on the control condition input to the control device 5,
A front-back flow is generated on the upper open surface of the water tank portion 2a.
【００２０】回流水槽２の上部の水槽部２ａには、その
両幅側の側壁に観測窓６が形成されている。上部開放面
の左右両側端となる水槽部２ａの両側壁の各上端には、
計測レール７が敷設され、左右の計測レール７上には作
業台車８が走行自在に載置されている。水槽部２ａの上
部開放面の上方には天井クレーン９が走行自在に配置さ
れている。An observation window 6 is formed on both side walls of the water tank portion 2a above the circulating water tank 2. At the upper ends of both side walls of the water tank 2a, which are the left and right ends of the upper open surface,
A measurement rail 7 is laid, and a work carriage 8 is movably mounted on the left and right measurement rails 7. An overhead crane 9 is movably arranged above the upper open surface of the water tank portion 2a.
【００２１】水槽部２ａの長手方向の両端側の上面に
は、制波と消波を兼ねる制波板兼消波装置１０が設けら
れている。また、両制波板兼消波装置１０のそれぞれ後
方側となる各流出入管２ｂの上面には、気泡除去装置１
１及び真空ポンプ１２がそれぞれ設けられている。On the upper surfaces of both ends of the water tank portion 2a in the longitudinal direction, there are provided a wave damping plate / wave canceling device 10 for both wave damping and wave damping. In addition, the bubble removing device 1 is provided on the upper surface of each inflow / outflow pipe 2b on the rear side of both the wave suppressing plates / wave-eliminating device 10.
1 and a vacuum pump 12 are provided respectively.
【００２２】回流水槽２の上部の水槽部２ａの底面に
は、実海域の例えば砂層箱１３が設けられている。ま
た、水槽部２ａの長手方向の端部側の底面には底面流を
制御する底面流制御装置１４が設けられている。On the bottom surface of the water tank portion 2a above the circulating water tank 2, for example, a sand layer box 13 in the actual sea area is provided. Further, a bottom surface flow control device 14 for controlling the bottom surface flow is provided on the bottom surface on the end side in the longitudinal direction of the water tank portion 2a.
【００２３】水槽部２ａの長手方向の両端側の流出入管
２ｂの流出入口には整流格子１５が取付けられている。
整流格子１５は、一対のインペラ３，４によって螺旋状
に回旋して乱れている流れを一様流に整流する機能を果
たす。この整流格子１５の後方の各流出入管２ｂ内には
流れを案内するガイドベーン１６がそれぞれ設けられて
いる。Rectifying grids 15 are attached to the outflow and outflow ports of the inflow and outflow pipes 2b on both longitudinal ends of the water tank portion 2a.
The rectification grid 15 has a function of rectifying a flow that is turbulently rotated by a pair of impellers 3 and 4 into a uniform flow. Guide vanes 16 for guiding the flow are provided in the respective inflow / outflow pipes 2b behind the flow straightening grid 15.
【００２４】回流水槽２の上部の水槽部２ａの外部側方
には、一対のインペラ３，４のモーター３ｄ，４ｄを制
御する正逆流制御装置５が設けられている。この正逆流
制御装置５に、種々の設定流速や周期などを予め入力し
ておく。この種々の設定流速や周期などに、一対のイン
ペラ３，４のモーター３ｄ，４ｄの回転時間や出力など
が対応している。この正逆流制御装置５には、入力ボー
ドが設けられており、この入力ボードを通じて入力さ
れ、ディスプレーには流速が表示されるようになってい
る。A forward / backflow control device 5 for controlling the motors 3d, 4d of the pair of impellers 3, 4 is provided outside the water tank portion 2a above the circulating water tank 2. Various set flow velocities, cycles, etc. are input in advance to the forward / backward flow control device 5. The rotation times and outputs of the motors 3d and 4d of the pair of impellers 3 and 4 correspond to these various set flow velocities and cycles. The forward / backward flow control device 5 is provided with an input board, and inputs are made through this input board, and the flow velocity is displayed on the display.
【００２５】また、正逆流制御装置５の傍には操作盤５
ａが設けられている。操作盤５ａを通じて、設定流速、
流れ方向、底面流制御装置１４の回転数などを設定す
る。操作盤５ａには、流速、底面流制御装置１４の回転
数、水温、塩分濃度、ＰＨなどが表示されるようになっ
ている。A control panel 5 is provided beside the forward / backward flow control device 5.
a is provided. Through the operation panel 5a, set flow rate,
The flow direction, the number of rotations of the bottom flow control device 14, etc. are set. On the operation panel 5a, the flow velocity, the number of revolutions of the bottom flow controller 14, the water temperature, the salt concentration, the PH, etc. are displayed.
【００２６】次に、上記実施例の構成に基づく作用につ
いて以下説明する。回流水槽２の水槽部２ａに前後流を
生じさせるには、正逆流制御装置５によって予め種々の
前後流の条件を入力しておき、操作盤５ａの操作によっ
て、一対のインペラ３，４のモーター３ｄ，４ｄを交互
に一定時間駆動させる。The operation based on the configuration of the above embodiment will be described below. In order to generate a back-and-forth flow in the water tank portion 2a of the circulating water tank 2, various forward and backward flow conditions are input in advance by the forward / backward flow control device 5, and the motors of the pair of impellers 3 and 4 are operated by operating the operation panel 5a. 3d and 4d are alternately driven for a certain period of time.
【００２７】モーター３ｄ，４ｄの駆動により連通管２
ｃ内の一対のインペラ３，４は、交互に一定時間、互い
に逆向きに回転して、連通管２ｃ内の水を流出入管２ｂ
を通じて水槽部２ａ内に往復移動させて前後流を発生さ
せる。The communication tube 2 is driven by driving the motors 3d and 4d.
The pair of impellers 3 and 4 in c rotate alternately in opposite directions for a fixed time, and the water in the communication pipe 2c flows in and out of the communication pipe 2b.
A back-and-forth flow is generated by reciprocating through the water tank portion 2a.
【００２８】例えば、流速１ｍ／秒、周期６秒の前後流
を発生させたい場合には次のような動作が行われる。For example, when it is desired to generate a back-and-forth flow having a flow velocity of 1 m / sec and a period of 6 sec, the following operation is performed.
【００２９】モーター３ｄが駆動してインペラ３は３秒
間回転し、連通管２ｃ内の水を矢印Ａ方向に流速１ｍ／
秒で３秒間移動させて、インペラ４側の流出入管２ｂ側
に圧送する。連通管２ｃから流出入管２ｂに圧送された
水は、流出入管２ｂを上り、流出入管２ｂの上部側のガ
イドベーン１６によって案内され、流出入口側に設けら
れている整流格子１５によって回旋流は一様流に整流さ
れ、流出入口から水槽部２ａ内に流入する。The motor 3d drives the impeller 3 to rotate for 3 seconds, and the water in the communicating pipe 2c flows at a flow rate of 1 m / m in the direction of arrow A.
It is moved for 3 seconds in seconds and pressure-fed to the inflow / outflow pipe 2b side of the impeller 4 side. The water pressure-fed from the communication pipe 2c to the outflow / inflow pipe 2b rises up the outflow / inflow pipe 2b, is guided by the guide vanes 16 on the upper side of the outflow / inflow pipe 2b, and the rectifying grid 15 provided on the outflow / inlet side prevents the water from rotating. It is rectified into a uniform flow and flows into the water tank portion 2a through the outflow port.
【００３０】３秒経過すると、インペラ３のモーター３
ｄは駆動を停止し、モーター４ｄが駆動してインペラ４
が逆向きに３秒間回転し、連通管２ｃ内の水を矢印Ｂ方
向に流速１ｍ／秒で３秒間移動させて、インペラ３側の
流出入管２ｂ側に圧送する。連通管２ｃから流出入管２
ｂに圧送された水は、流出入管２ｂを上り、流出入管２
ｂの上部側のガイドベーン１６によって案内され、流出
入口側に設けられている整流格子１５によって回旋流は
一様流に整流され、流出入口から水槽部２ａ内に流入す
る。After 3 seconds, the motor 3 of the impeller 3
d stops driving and the motor 4d drives to drive the impeller 4
Rotates in the opposite direction for 3 seconds, moves the water in the communication pipe 2c in the direction of arrow B at a flow rate of 1 m / sec for 3 seconds, and pumps the water to the outflow / inflow pipe 2b side of the impeller 3 side. Inflow / outflow pipe 2 from communication pipe 2c
The water pressure-fed to b flows up the inflow / outflow pipe 2b,
The swirling flow is guided by the guide vanes 16 on the upper side of b, is rectified into a uniform flow by the rectifying grid 15 provided on the outflow inlet side, and flows into the water tank portion 2a from the outflow inlet.
【００３１】このようにして、水槽部２ａの互いに向か
い合う流出入管２ｂの各流出入口からは、３秒経過する
毎に、交互に水が流入して、水槽部２ａには矢印Ａ方向
の流れと矢印Ｂ方向の流れが交互に生じて、流速１ｍ／
秒、周期６秒の前後流を発生させることができる。In this manner, water flows in alternately from the outflow / outflow ports of the inflow / outflow pipes 2b of the water tank portion 2a facing each other every 3 seconds, and the water flows in the direction of arrow A into the water tank portion 2a. Flows in the direction of arrow B alternate, resulting in a flow velocity of 1 m /
It is possible to generate a back-and-forth flow having a cycle of 6 seconds.
【００３２】なお、この発明は上記実施例に限定される
ものではなく、この発明の精神を逸脱しない範囲で種々
の改変をなし得ることは勿論である。The present invention is not limited to the above embodiments, and it goes without saying that various modifications can be made without departing from the spirit of the present invention.
【００３３】[0033]
【発明の効果】以上の記載より明らかなように、この発
明に係る流動環境シミュレーション回流水槽によれば、
回流水槽の上部開放面に実海域で波によって生じる海底
付近の流れ（前後流）を再現させる流動環境シミュレー
ション回流水槽において、上下回りに循環する回流水槽
の循環通路内に、逆向きに回転する一対のインペラをそ
れぞれ配置したことにより、逆向きに回転する一対のイ
ンペラを交互に回転させることによって、回流水槽内の
水を往復移動させて回流水槽の上部開放面に前後流を生
じさせることができる。これにより、大型のピストンの
使用を不要にすることができ、この結果、装置の小型化
を図ることができる、という極めて新規的有益なる効果
を奏するものである。As is apparent from the above description, according to the flow environment simulation circulating water tank according to the present invention,
Flow environment simulation that reproduces the flow (front-back flow) near the sea floor caused by waves in the actual open sea on the upper open surface of the circulating water tank In the circulating water tank, a pair of rotating in the circulation passage of the circulating water tank that rotates in the opposite direction. By arranging the respective impellers, the pair of impellers that rotate in opposite directions are alternately rotated, so that the water in the circulating water tank can be reciprocally moved to generate a back-and-forth flow on the upper open surface of the circulating water tank. . As a result, the use of a large piston can be dispensed with, and as a result, the device can be downsized, which is an extremely new and advantageous effect.
【図１】この発明の実施例を示す流動環境シミュレーシ
ョン回流水槽の概略全体斜視図である。FIG. 1 is a schematic overall perspective view of a flow environment simulation circulating water tank showing an embodiment of the present invention.
【図２】この発明の実施例を示す流動環境シミュレーシ
ョン回流水槽の上部斜視図である。FIG. 2 is an upper perspective view of a flow environment simulation circulating water tank showing an embodiment of the present invention.
１ 流動環境シミュレーション回流水槽 ２ 回流水槽 ２ａ 水槽部 ２ｂ 流出入管 ２ｃ 連通管 ２ｄ 循環通路 ３ インペラ ３ａ 回転軸 ３ｂ 駆動プーリー ３ｃ 無端ベルト ３ｄ モーター ４ インペラ ４ａ 回転軸 ４ｂ 駆動プーリー ４ｃ 無端ベルト ４ｄ モーター ５ 正逆流制御装置 ５ａ 操作盤 ６ 観測窓 ７ 計測レール ８ 作業台車 ９ 天井クレーン １０ 制波板兼消波装置 １１ 気泡除去装置 １２ 真空ポンプ １３ 砂層箱 １４ 底面流制御装置 １５ 整流格子 １６ ガイドベーン 1 Flow environment simulation Circulating water tank 2 Circulating water tank 2a Water tank part 2b Inflow / outflow pipe 2c Communication pipe 2d Circulation passage 3 Impeller 3a Rotating shaft 3b Drive pulley 3c Endless belt 3d Motor 4 Impeller 4a Rotating shaft 4b Drive pulley 4c Endless belt 4d Motor 5d Control device 5a Operation panel 6 Observation window 7 Measuring rail 8 Work trolley 9 Overhead crane 10 Damping plate and wave eliminator 11 Bubble removing device 12 Vacuum pump 13 Sand layer box 14 Bottom flow control device 15 Rectifying grid 16 Guide vanes
Claims (1)
って生じる海底付近の流れ（前後流）を再現させる流動
環境シミュレーション回流水槽において、上下回りに循
環する回流水槽の循環通路内に、逆向きに回転する一対
のインペラをそれぞれ配置したことを特徴とする流動環
境シミュレーション回流水槽。1. A flow environment simulation for reproducing a flow (front-back flow) near the sea bottom caused by waves in the actual open sea on the upper open surface of the circulating water tank. A flow environment simulation circulating water tank, in which a pair of impellers that rotate in the respective directions are arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5292795A JPH07120352A (en) | 1993-10-27 | 1993-10-27 | Flow environment simulating circular stream water tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5292795A JPH07120352A (en) | 1993-10-27 | 1993-10-27 | Flow environment simulating circular stream water tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH07120352A true JPH07120352A (en) | 1995-05-12 |
Family
ID=17786443
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5292795A Pending JPH07120352A (en) | 1993-10-27 | 1993-10-27 | Flow environment simulating circular stream water tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07120352A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103344410A (en) * | 2013-06-13 | 2013-10-09 | 扬州大学 | Simulation device of continuous and stable flowing water body |
| KR101508984B1 (en) * | 2014-02-17 | 2015-04-07 | 한국해양과학기술원 | Large Cavitation Tunnel equiped with module type observation part |
| CN106568573A (en) * | 2016-11-09 | 2017-04-19 | 天津大学 | Propeller-driven vertical air cushion circulating water tank |
| CN109323846A (en) * | 2018-11-08 | 2019-02-12 | 山东科技大学 | A kind of impeller type wave elimination and rectification device |
| CN111055974A (en) * | 2019-12-13 | 2020-04-24 | 浙江派尼尔科技股份有限公司 | An outboard motor durability test system |
| CN114061901A (en) * | 2021-11-18 | 2022-02-18 | 西安热工研究院有限公司 | A high-pressure water tunnel test device and its test method |
| WO2023245305A1 (en) * | 2022-06-24 | 2023-12-28 | Universidad Católica De La Santísima Concepción | System and method for generating reverse-flow tsunami waves under laboratory conditions |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5648535A (en) * | 1979-09-28 | 1981-05-01 | Riichi Ogura | Turning water current tank for flow force test |
-
1993
- 1993-10-27 JP JP5292795A patent/JPH07120352A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5648535A (en) * | 1979-09-28 | 1981-05-01 | Riichi Ogura | Turning water current tank for flow force test |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103344410A (en) * | 2013-06-13 | 2013-10-09 | 扬州大学 | Simulation device of continuous and stable flowing water body |
| KR101508984B1 (en) * | 2014-02-17 | 2015-04-07 | 한국해양과학기술원 | Large Cavitation Tunnel equiped with module type observation part |
| CN106568573A (en) * | 2016-11-09 | 2017-04-19 | 天津大学 | Propeller-driven vertical air cushion circulating water tank |
| CN106568573B (en) * | 2016-11-09 | 2019-04-09 | 天津大学 | A propeller-driven vertical air-cushion circulating water tank |
| CN109323846A (en) * | 2018-11-08 | 2019-02-12 | 山东科技大学 | A kind of impeller type wave elimination and rectification device |
| CN111055974A (en) * | 2019-12-13 | 2020-04-24 | 浙江派尼尔科技股份有限公司 | An outboard motor durability test system |
| CN114061901A (en) * | 2021-11-18 | 2022-02-18 | 西安热工研究院有限公司 | A high-pressure water tunnel test device and its test method |
| WO2023245305A1 (en) * | 2022-06-24 | 2023-12-28 | Universidad Católica De La Santísima Concepción | System and method for generating reverse-flow tsunami waves under laboratory conditions |
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