JPS5857136B2 - Exchange promotion device - Google Patents
Exchange promotion deviceInfo
- Publication number
- JPS5857136B2 JPS5857136B2 JP55106044A JP10604480A JPS5857136B2 JP S5857136 B2 JPS5857136 B2 JP S5857136B2 JP 55106044 A JP55106044 A JP 55106044A JP 10604480 A JP10604480 A JP 10604480A JP S5857136 B2 JPS5857136 B2 JP S5857136B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- main body
- flow
- opening
- upwelling
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 37
- 230000001737 promoting effect Effects 0.000 claims description 4
- 230000003068 static effect Effects 0.000 claims description 2
- 241000251468 Actinopterygii Species 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 239000012530 fluid Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 206010011469 Crying Diseases 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 244000144992 flock Species 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
Landscapes
- Artificial Fish Reefs (AREA)
- Farming Of Fish And Shellfish (AREA)
- Revetment (AREA)
Description
【発明の詳細な説明】
この発明は海、川、湖などの海流や水流が有する自然の
エネルギを利用して水域内に湧昇流、下降流及び水平流
等を生じさせて交流を促進する装置に関するものである
。[Detailed Description of the Invention] This invention utilizes the natural energy of ocean currents and water currents such as the sea, rivers, and lakes to generate upwelling currents, descending currents, horizontal currents, etc. in water bodies to promote exchange. It is related to the device.
例えば、海底の岩礁や沈設魚礁などによって生じる湧昇
流は、底層水と上層水との自然交流を釦こし、これによ
って訟こる底層の有用成分や餌料などの攪拌上昇により
浮魚類等も自然に群がり良好な漁場が形成されることか
ら、沿岸や湾内の水域を対象として種々の人工魚礁を投
入し、望ましい漁場環境を造成することは従来からも数
多く行なわれている。For example, upwelling currents generated by reefs on the ocean floor or submerged fish reefs promote natural exchange between the bottom water and the upper water, which agitates and lifts useful ingredients and food from the bottom layer, which naturally supports floating fish. Because fish flock to create a good fishing ground, many attempts have been made to create a desirable fishing environment by installing various artificial fish reefs in coastal and bay waters.
しかし、この湧昇流の発生を目的として開発されている
従来の魚礁は面構造タイプ即ち流水方向に対向して壁面
を設けこれに当たる流水を壁面沿いに上昇させて湧昇流
を生じさせようとする考え方が主流であり、その実態を
調べて見ると底層流は魚礁の外周囲を平均的に迂回し、
必ずしも湧昇流の発生に確実かつ充分な効果を上げてい
るとは言えない実情である。However, conventional fish reefs that have been developed for the purpose of generating upwelling currents have a surface structure type, that is, they have walls facing the direction of the flowing water, and the flowing water rises along the walls to generate upwelling currents. The mainstream idea is to
The reality is that it cannot be said that they are necessarily having a reliable and sufficient effect on the generation of upwelling currents.
この発明は上述のような事情をも勘案してなされたもの
で、その目的は海流や水流のエネルギを利用して効果的
に湧昇、下降、水平流を生じさせることができる交流促
進装置を提供しようとするものである。This invention was made in consideration of the above-mentioned circumstances, and its purpose is to provide an exchange promoting device that can effectively generate upwelling, descending, and horizontal currents by utilizing the energy of ocean currents and water currents. This is what we are trying to provide.
以下に壕ずこの発明の基本になる考え方を第1図により
説明する。The basic concept of this invention will be explained below with reference to FIG.
図中1は装置本体で、Bはこの本体1の流水対向面の低
位置に流水に対向して設けられた開口面積sBを有する
下部開口部であり、Aはこの開口部Bよりも高位置の流
水通過面の一つである上面に設けられた開口面積SAを
有する上部開口部である。In the figure, 1 is the main body of the device, B is a lower opening with an opening area sB provided at a low position on the surface of the main body 1 facing the flowing water, and A is located at a higher position than the opening B. The upper opening has an opening area SA provided on the upper surface, which is one of the flowing water passage surfaces.
2は前記上下開口部A。Bを連通ずる直角り型スリット
の導水路で、その鉛直部の幅を2b、高さをHとしであ
る。2 is the upper and lower opening A. It is a water conduit with a right-angled slit that communicates with B, and its vertical part has a width of 2b and a height of H.
3は上部開口部Aに対向して設けられたベンチュリ型の
絞り部で、その絞り入口の断面積S。3 is a venturi-type aperture section provided opposite the upper opening A, and has a cross-sectional area S of the aperture entrance.
、絞り部の有効断面積なSとしである。, S is the effective cross-sectional area of the aperture.
而してこの装置本体1を本体1頂部からの深さhlまで
の流体の密度がρ1で、それ以下の深さの流体の密度が
ρ2である流速U、の一様流の中に置くと、上下間ロ部
A、B即ち導水路2の鉛直部の上下における圧力PA、
PBの中の静圧PAS、PBSの差はとなる。If this device main body 1 is placed in a uniform flow with a flow velocity U where the density of the fluid up to a depth hl from the top of the main body 1 is ρ1, and the density of the fluid below that depth is ρ2, , the pressure PA between the upper and lower parts A and B, that is, the upper and lower vertical parts of the water conduit 2,
The difference between the static pressures PAS and PBS in PB is as follows.
また上部開口部Aでの絞り部の流速U8はSO/5−U
==となり、一方下部開口部Bで流速UえがUに低下す
るとすれば、動圧PえVjPBYの黄差は
となり、従って鉛直部の平均圧力勾配は
で与えられ、この圧力差によって導水路2に流速Vの湧
昇流を生じさせることができる。In addition, the flow velocity U8 of the constriction section at the upper opening A is SO/5-U
==, and on the other hand, if the flow velocity U decreases to U at the lower opening B, the yellow difference of the dynamic pressure P 2, an upwelling flow with a flow velocity V can be generated.
ここでた鉛直流に関する運動方程式は定常とし、且つ導
水路2側壁の摩擦が平均流速Vの2乗に比例するものと
して、その係数をγ2とすると、湧昇流の流速Vと一様
流の流速Uへとの比は
εrh。The equation of motion for the vertical flow here is assumed to be steady, and assuming that the friction on the side wall of the headrace channel 2 is proportional to the square of the average flow velocity V, and its coefficient is γ2, the flow velocity V of the upwelling flow and the uniform flow The ratio to the flow velocity U is εrh.
となる。becomes.
但しF・ 2= である。lp Uヤ2
ここでV=Uえに対応するF、2をFゆc2とlp
して、γ2=(LOO3の場合の1!=1〜4゜S
m=20〜100の範囲について、Fipc2(7)特
す
性とSA/SBの関係を図表に示すと第2図のようにな
り、F、、2がこの値より小さければV 、> U=、
。However, F・2=. lp Uya2 Here, F,2 corresponding to V=Ue is Fyc2 and lp, γ2=(1!=1 to 4°S in the case of LOO3, Fipc2 for the range of m=20 to 100 (7) The relationship between specificity and SA/SB is shown in Figure 2. If F,,2 is smaller than this value, V, > U=,
.
S H となる。S.H. becomes.
例えば−へ=0.5.−=50μ泣=2SB
b S
の場合F、、c2は1.72となる。For example -to=0.5. -=50μ crying=2SB
In the case of b S , F, , c2 becomes 1.72.
従ってεrhl Fゆ2(= Uえ。Therefore εrhl Fyu2 (= Ue.
)≦1.72ならばV ) U=−、、、の湧昇流を生
じさせることができる。)≦1.72, it is possible to generate an upwelling flow of V) U=-, , .
具体的にg 〜I O−3,hl =500cmの場合
はU、≧16.88cm/Sとなり、海流や水流の流速
Uえがこれ以上の流速であれば、その流速Uえより速い
流速Vの湧昇流を生じさせることができる。Specifically, when g ~I O-3,hl = 500 cm, U is ≧16.88 cm/S, and if the current velocity of the ocean current or water current is higher than this, then the flow velocity V is faster than the current velocity U. It is possible to generate an upwelling current.
なか、上述の説明では、単純化のため導水路2の形状は
直角り型スリットとしであるが、導水路2の形状を直線
状の傾斜スリットとした場合にも適用できる。In the above description, the shape of the water conduit 2 is a right-angled slit for the sake of simplicity, but the present invention can also be applied to a case where the shape of the water conduit 2 is a linear inclined slit.
また上部開口部Aは下部開口部Bより高位置で、かつ流
水通過面に設けられていれば良いので、上述のように装
置本体1の上面に設けた場合に限らず、側面に設けた場
合にも適用できる。In addition, since the upper opening A only needs to be provided at a higher position than the lower opening B and on the flowing water passage surface, it is not limited to the case where it is provided on the top surface of the device main body 1 as described above, but when it is provided on the side surface. It can also be applied to
更に上記は流水対向面側開口部Bを流水通過面側開口部
Aよりも下方に設けた場合であるが、上記各開口部B、
Aの上下の位置を逆にした場合、或いは水平に配置した
場合も上記の特殊例として包含され、導水路2に下降流
或いは水平流を生じさせることができる。Furthermore, although the above is a case where the opening B on the side facing the running water is provided below the opening A on the running water passing side, each of the above openings B,
A case where the vertical position of A is reversed or a case where it is arranged horizontally is also included as the above special example, and a downward flow or a horizontal flow can be generated in the water conduit 2.
次にこの発明の一実施例を第3図、第4図により説明す
る。Next, one embodiment of the present invention will be explained with reference to FIGS. 3 and 4.
これは断面が略三角形状の中空の適宜な幅を有する装置
本体1の底面1a近くの左右両側の流水対向面に流水に
対向する大きな開口面積SBを有する下部開口部Bを設
け、また頂部1bの左右両側の流水通過面に下部開口部
Bの開口面積sBより小さい開口面積SAを有する上部
開口部Aを設けて、この両開口部A、Bを連通ずる断面
矩形の傾斜導水路2を背中合せに設けたものであり、そ
の底面1aには海底に沈設する場合の固定用脚部1cが
複数突設されている。This is provided with a lower opening B having a large opening area SB facing the flowing water on both left and right flowing water facing surfaces near the bottom surface 1a of the device main body 1, which has a hollow approximately triangular cross section and has an appropriate width, and a top portion 1b. An upper opening A having an opening area SA smaller than the opening area sB of the lower opening B is provided on the running water passing surfaces on both the left and right sides, and an inclined water conduit 2 having a rectangular cross section that communicates both openings A and B is placed back to back. A plurality of fixing leg portions 1c are provided protruding from the bottom surface 1a for use when submerged in the seabed.
而して、この湧昇流促進装置を潮流が往復流する海域に
、往復流に直角方向に多数配列することにより潮流方向
にとられれることなく導水路2に常時湧昇流を生じさせ
て湧昇域を形成することができる。By arranging a large number of these upwelling flow promoting devices in a direction perpendicular to the reciprocating flow in a sea area where tidal currents flow back and forth, upwelling flow can be constantly generated in the water headrace 2 without being caught in the direction of the tidal flow. Upwelling areas can be formed.
なお、この実施例では導水路2の断面形状を矩形として
いるが、下部開口面積sBを上部開口面積SAより大き
くしたテーパ状の導水管を複数本並列して一体として導
水路2を形成するようにしてもよい。In this embodiment, the cross-sectional shape of the water conduit 2 is rectangular, but the water conduit 2 is formed by integrally forming a plurality of tapered water conduits in parallel in which the lower opening area sB is larger than the upper opening area SA. You can also do this.
また設置場所の海流の流速が速い場合には上下開口部A
、Hの面積を等しくしたものでもよく、逆に流速が遅い
場合には上記実施例と同様に下部開口面積SBを上部開
口面積SAより大きくした導水路2とし、且つ上部開口
部Aに対向して前述したベンチュリ型の絞り部3(第1
図参照)を設けるようにすれば、充分な湧昇流を生じさ
せることができる。In addition, if the current speed of the ocean current at the installation location is fast, the upper and lower openings A
, H may be made equal in area; on the other hand, when the flow velocity is slow, the water conduit 2 has a lower opening area SB larger than the upper opening area SA, as in the above embodiment, and is opposite to the upper opening A. The venturi-type constriction section 3 (first
(see figure), sufficient upwelling flow can be generated.
更に、設置場所もこの実施例のような海底に限られず、
川、湖などで水流のある場所に適用することができる。Furthermore, the installation location is not limited to the seabed as in this example;
It can be applied to places with flowing water such as rivers and lakes.
この発明の交流促進装置は以上のように海流や水流が有
する自然のエネルギを利用して効果的に交流(湧昇、下
降、水平)を生じさせることができ、漁場環境の造成に
極めて有効である。As described above, the exchange promoting device of the present invention can effectively generate exchange (upward, downward, horizontal) by using the natural energy of ocean currents and water currents, and is extremely effective in creating a fishing environment. be.
第1図はこの発明の一例としての湧昇流発生装置モデル
の説明図、第2図は開口面積の比旦五とB
F、 2 の関係の一例を示す説明図、第3図はとpC
の発明装置の一実施例を示す半面縦断側面図、第4図は
第3図の平面図である。
1・・・・・・装置本体、A・・・・・・流水通過面側
開口部、B・・・・・・流水対向面側開口部、2・・・
・・・導水路。Fig. 1 is an explanatory diagram of an upwelling flow generator model as an example of the present invention, Fig. 2 is an explanatory diagram showing an example of the relationship between the opening area ratio 5 and B F, 2 , and Fig. 3 is an explanatory diagram showing an example of the relationship between the ratio of opening area FIG. 4 is a half-plane longitudinal sectional side view showing an embodiment of the inventive device, and FIG. 4 is a plan view of FIG. 3. 1... Apparatus main body, A... Opening on the side of the flowing water passing surface, B... Opening on the side facing the flowing water, 2...
...Conduit.
Claims (1)
部と、本体の流水通過面に設けられた開口部と、これら
両開口部を連通ずる本体内に設けられた導水路とを具備
する本体の流水通過面に設けられた上記開口部に対向し
て通過流水の流速を増大させるための絞り部を設けて、
前記両開口部における流水の静圧と動圧の差により導水
路に強制流を生じさせるようにしたことを特徴とする交
流促進装置。1. Equipped with an opening provided on the water-facing surface of the main body to face the flowing water, an opening provided on the water-flowing surface of the main body, and a water conduit provided in the main body that communicates these two openings. A constriction part for increasing the flow velocity of the passing water is provided opposite to the opening provided on the water passing surface of the main body,
An exchange promoting device characterized in that a forced flow is generated in the water conduit by a difference between static pressure and dynamic pressure of the flowing water at both the openings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55106044A JPS5857136B2 (en) | 1980-08-01 | 1980-08-01 | Exchange promotion device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55106044A JPS5857136B2 (en) | 1980-08-01 | 1980-08-01 | Exchange promotion device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5733523A JPS5733523A (en) | 1982-02-23 |
| JPS5857136B2 true JPS5857136B2 (en) | 1983-12-19 |
Family
ID=14423629
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP55106044A Expired JPS5857136B2 (en) | 1980-08-01 | 1980-08-01 | Exchange promotion device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5857136B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0774769B2 (en) * | 1984-12-25 | 1995-08-09 | 日本鋼管株式会社 | Gas pipeline leak detection method |
| JPS61153100A (en) * | 1984-12-25 | 1986-07-11 | Nippon Kokan Kk <Nkk> | Method and device of detecting leak of gas pipe line |
| JPH0212033A (en) * | 1988-06-30 | 1990-01-17 | Yamatake Honeywell Co Ltd | System for detecting leakage of fluid |
| JPH09201144A (en) * | 1996-01-24 | 1997-08-05 | Tadashi Matsumoto | Fish reef having characteristic of upwelling flow |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS54172891U (en) * | 1978-05-24 | 1979-12-06 |
-
1980
- 1980-08-01 JP JP55106044A patent/JPS5857136B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5733523A (en) | 1982-02-23 |
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