JPH0530877A - Structure for generating upswelling flow - Google Patents

Structure for generating upswelling flow

Info

Publication number
JPH0530877A
JPH0530877A JP3192015A JP19201591A JPH0530877A JP H0530877 A JPH0530877 A JP H0530877A JP 3192015 A JP3192015 A JP 3192015A JP 19201591 A JP19201591 A JP 19201591A JP H0530877 A JPH0530877 A JP H0530877A
Authority
JP
Japan
Prior art keywords
upwelling
mound
flow
seabed
sea
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.)
Granted
Application number
JP3192015A
Other languages
Japanese (ja)
Other versions
JP2628114B2 (en
Inventor
Tatsuo Suzuki
達雄 鈴木
Yoichi Honda
陽一 本田
Hidekazu Kudo
英一 工藤
Goro Isayama
吾郎 諌山
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.)
Hazama Ando Corp
Original Assignee
Hazama Gumi Ltd
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 Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP3192015A priority Critical patent/JP2628114B2/en
Publication of JPH0530877A publication Critical patent/JPH0530877A/en
Application granted granted Critical
Publication of JP2628114B2 publication Critical patent/JP2628114B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

Landscapes

  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Farming Of Fish And Shellfish (AREA)

Abstract

(57)【要約】 【目的】 流向が安定しない海域においても、あらゆる
方向の流れに対して効率よく湧昇流を発生することがで
き、かつその海底への設置を容易に行なうことができる
マウンド状の湧昇流発生構造物を提供する。 【構成】 頂部13より放射方向に、海底面12に向か
って傾斜するなだらかな傾斜面14を備えた略円錐形又
は略円錐台形のマウンド状構造物10として、海底面1
2に設置する。
(57) [Summary] [Purpose] A mound that can efficiently generate upwelling currents in all directions even in areas where the flow direction is not stable and that can be easily installed on the seabed. Provide a structure for upwelling in the form of a strip. [Structure] As a substantially cone-shaped or substantially truncated cone-shaped mound-like structure 10 provided with a gently sloping surface 14 that is inclined from a top portion 13 in a radial direction toward a seabed 12, a seabed 1
Install in 2.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は湧昇流発生構造物に関
し、特にマウンド状構造物として海底地盤に設置する湧
昇流発生構造物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an upwelling structure, and more particularly to a upwelling structure installed as a mound-like structure on the seabed.

【0002】[0002]

【従来の技術】海底から海面に向かって流れる、いわゆ
る湧昇流は、水温が低くかつ比重が大きいため停滞しや
すい深部の海水を上昇させて海水の鉛直混合を促進す
る。また、海底に豊富に存する燐酸塩、硝酸塩等の栄養
塩を太陽光の届く上層に押し上げ、これにより太陽光に
よる光合成作用を促進してプランクトンの増殖を促すと
ともに、深層の冷たい海水の表層への上昇による圧力差
と温度差とによって、酸素の溶存量を増加し、これらに
より魚が棲息するための格好の環境を形成する。したが
って、海流や潮流等の水平な流れを利用して鉛直方向の
湧昇流を起こすことができればその利用価値は高く、か
かる水平な流れから湧昇流を発生させる構造物が各種開
発されている。
2. Description of the Related Art A so-called upwelling current, which flows from the seabed toward the sea surface, promotes vertical mixing of seawater by raising deep-seawater that tends to stagnant because of low water temperature and high specific gravity. In addition, nutrient salts such as phosphates and nitrates, which are abundant in the seabed, are pushed up to the upper layer where sunlight reaches, thereby promoting photosynthesis by sunlight and promoting plankton growth, and at the same time, to the surface layer of deep cold seawater. Due to the pressure difference and the temperature difference due to the increase, the dissolved amount of oxygen is increased, and these forms a favorable environment for the fish to inhabit. Therefore, if a vertical upwelling can be generated by utilizing a horizontal current such as an ocean current or a tidal current, its utility value is high, and various structures that generate upwelling from such a horizontal current have been developed. ..

【0003】かかる湧昇流発生構造物の一例として、本
願出願人による特願平3−67455号に記載されたマ
ウンド状の湧昇流発生構造物があり、このマウンド状湧
昇流発生構造物は、そのなだらかな傾斜面により、それ
以前の公知技術である衝立式の湧昇流発生構造物に比し
て、より効率良く湧昇流を発生することができる。すな
わち、図4に示すように、この構造物30は、潮流Yを
横切って配置した峰部31と、該峰部31から海底面に
向かって傾斜するなだらかな傾斜面32,33を有し、
これを横切って通過する往復流が傾斜面32を駆け上が
って峰部31上方で水平流と合流し、水平方向の流れを
強めるとともに、構造物前方の反流域を減少し、さらに
側端の傾斜面33によりこれの上方を通過する流れを巻
き込み、これらによって効率よく湧昇流34を発生す
る。
As an example of such an upwelling generation structure, there is a mound-like upwelling generation structure described in Japanese Patent Application No. 3-67455 filed by the applicant of the present application. Due to the gentle slope, the upwelling flow can be generated more efficiently than the partition-type upwelling flow generation structure that is a known technique before that. That is, as shown in FIG. 4, this structure 30 has a ridge portion 31 arranged across the tidal current Y, and gentle sloping surfaces 32, 33 that incline from the ridge portion 31 toward the sea bottom,
The reciprocating flow passing across this runs up the inclined surface 32 and merges with the horizontal flow above the ridge 31, strengthening the horizontal flow and reducing the counterflow area in front of the structure, and further sloping the side edge. The surface 33 engulfs the flow passing thereabove, thereby efficiently generating the upwelling flow 34.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記構
成を有するマウンド状湧昇流発生構造物30は、往復流
等の流れの方向が明確で、これを横切るように構造物3
0を設けることの容易な海域に対しては有効であるが、
例えば図5に示すような流向頻度分布となる流向が安定
しない海域において、図6(イ)に示すように峰部31
の方向と平行に流れが生じる場合には、上述のような作
用が得られず、したがって、図6(ロ)に示すように、
効率よく湧昇流を発生することができないという問題が
あった。
However, the mound-like upwelling structure 30 having the above-described structure has a clear flow direction such as a reciprocating flow, and the structure 3 crosses the direction.
It is effective for sea areas where it is easy to set 0,
For example, in a sea area in which the flow direction frequency distribution as shown in FIG. 5 is not stable, as shown in FIG.
When a flow occurs in parallel with the direction of, the above-mentioned action cannot be obtained, and therefore, as shown in FIG.
There was a problem that the upwelling could not be generated efficiently.

【0005】また、マウンド状構造物を捨て石、ブロッ
ク、石炭灰コンクリートブロック等のマウンド材料を積
み上げて設置する場合には、かかるマウンド材料の投入
位置を移動しながら所定長の構造物を構築する必要があ
った。
When a mound-shaped structure is piled up with mound materials such as stones, blocks, coal ash concrete blocks, etc., it is necessary to construct a structure having a predetermined length while moving the position where the mound material is charged. was there.

【0006】そこで、本発明は上記問題点を解消するべ
くなされたもので、その目的は、流向が安定しない海域
においても、任意の流れ向きに対して効率よく湧昇流を
発生することができるマウンド状の湧昇流発生構造物を
提供することにある。
Therefore, the present invention has been made to solve the above-mentioned problems, and an object thereof is to enable an upwelling current to be efficiently generated in an arbitrary flow direction even in a sea area where the flow direction is not stable. To provide a mound-like upwelling structure.

【0007】また、本発明の他の目的は、捨て石、ブロ
ック、石炭灰コンクリートブロック等のマウンド材料を
積み上げて海中に設置す場合において、かかるマウンド
材料の投入及び設置を容易に行なうことができる施工性
に優れたマウンド状の湧昇流発生構造物を提供すること
にある。
Another object of the present invention is to construct a mound material such as abandoned stone, a block, a coal ash concrete block, etc., which is piled up and installed in the sea. The object is to provide a mound-like upwelling structure having excellent properties.

【0008】[0008]

【課題を解決するための手段】本発明は、上記目的に鑑
みてなされたもので、その要旨は、湧昇流を発生させる
ため海底地盤に設置するマウンド状構造物であって、該
構造物が、頂部より放射方向に、海底面に向かって傾斜
するなだらかな傾斜面を備えた略円錐形又は略円錐台形
の構造物として設置されることを特徴とする湧昇流発生
構造物にある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned object, and its gist is a mound-like structure to be installed on the seabed to generate upwelling current. However, the upwelling generation structure is characterized in that it is installed as a substantially conical or substantially frustoconical structure having a gently sloping surface sloping toward the sea bottom in a radial direction from the top.

【0009】ここで、前記頂部は、頂点とする必要はな
く、円形等の平坦面や、球面等の曲面とすることができ
る。そして、該頂部からは放射状に傾斜する傾斜面を備
え、これによってマウンド状構造物は任意の垂直切断面
に対し、略三角形又は略台形の断面形状を有する。
Here, the apex does not have to be an apex, but can be a flat surface such as a circle or a curved surface such as a spherical surface. And from the said top part, the inclined surface which inclines radially is provided, and by this, the mound-shaped structure has a substantially triangular or trapezoidal cross-sectional shape with respect to an arbitrary vertical cut surface.

【0010】また、傾斜面の勾配は、1:1.5〜1:
3とすることが好ましい。勾配が1:1.5をより大き
いと大水深での施工が困難であり、勾配が1:3より小
さいと湧昇流の発生効率が悪くなると同時に構造物の体
積が大きくなるためいずれも好ましくない。さらに、構
造物の高さは設置海域の水深の10%〜30%とするこ
とが好ましい。高さが水深の10%より低いと栄養塩を
十分に有光層に送り込めず、30%より大きい場合は湧
昇効果は十分に発揮されるが構造物の体積が非常に大き
くなり不経済となるためいずれも好ましくない。
The slope of the inclined surface is 1: 1.5 to 1:
It is preferably 3. If the gradient is larger than 1: 1.5, it is difficult to carry out the construction in deep water, and if the gradient is smaller than 1: 3, the upwelling flow generation efficiency is deteriorated and at the same time the volume of the structure is increased, which is preferable. Absent. Furthermore, the height of the structure is preferably 10% to 30% of the water depth of the installation sea area. If the height is lower than 10% of the water depth, nutrient salts cannot be sufficiently sent to the euphotic layer, and if it is higher than 30%, the upwelling effect is sufficiently exerted but the volume of the structure becomes very large, which is uneconomical. Therefore, both are not preferable.

【0011】なお、かかる湧昇流発生構造物は、コンク
リート、鋼構造等により一体形成しても良いが、捨て
石、ブロック、石炭灰コンクリートブロック等のマウン
ド材料を、任意の規模で積み上げることにより築造する
ことが好ましい。
Although the upwelling structure may be integrally formed of concrete, steel structure, etc., it is constructed by stacking mound materials such as abandoned stones, blocks, and coal ash concrete blocks at an arbitrary scale. Preferably.

【0012】[0012]

【作用】本発明のマウンド状の湧昇流発生構造物では、
放射状に拡がる傾斜面に衝突する流れはその傾斜面を駆
け上がり構造物の背面に生じた負圧域の作用により鉛直
方向の渦流を生じるとともに、側方に拡がる傾斜面を通
過する流れは傾斜面の作用により内方にその向きを変
え、さらに構造物の側方を通過する流れは構造物背面の
前記負圧域の作用により中央に引き寄せられて互いに衝
突し、これらによって効率よく湧昇流を生じてゆく。そ
して、かかる湧昇流発生構造物は頂部を中心として放射
状に傾斜面が拡がるので、あらゆる流向に対して同様の
形状で対向し、したがって全ての流向に対して同様の作
用によりその効率を減じることなく湧昇流を発生する。
In the mound-like upwelling structure of the present invention,
The flow colliding with the radially expanding inclined surface rises up the inclined surface and produces a vertical vortex due to the action of the negative pressure region generated on the back surface of the structure, and the flow passing through the laterally expanding inclined surface is the inclined surface. Change the direction inward by the action of, and the flow passing through the side of the structure is attracted to the center by the action of the negative pressure area on the back of the structure and collides with each other, thereby efficiently upwelling It will occur. In addition, since the upwelling structure has a sloping surface that extends radially around the top, it faces each other with the same shape in all flow directions, and therefore its efficiency is reduced by the same action for all flow directions. No upwelling occurs.

【0013】また、本発明の湧昇流発生構造物は、これ
を捨て石、ブロック、石炭灰コンクリートブロック等の
マウンド材料を積み上げて設置する場合には、当該構造
物が略円錐形状あるいは略円錐台形状を有し、かかる形
状は前記材料の同一箇所からの海中への投入後における
自然落下の結果形成される形状に近似するため、その施
工を容易にする。
Further, in the upwelling structure of the present invention, when the mound material such as abandoned stone, block, coal ash concrete block, etc. is piled up and installed, the structure has a substantially conical shape or a substantially truncated cone shape. It has a shape, and since such a shape is similar to the shape formed as a result of natural dropping after the material is put into the sea from the same location, its construction is facilitated.

【0014】[0014]

【実施例】次に、本発明の実施例を添付図面に基づいて
詳細に説明する。
Embodiments of the present invention will now be described in detail with reference to the accompanying drawings.

【0015】図1(イ)及び(ロ)に示すように、本実
施例の湧昇流発生構造物は、捨て石、ブロック、石炭灰
コンクリートブロック等のマウンド材料11を海底地盤
12に積み上げた、略円錐形状を有するマウンド状構造
物10として海底に設置されている。すなわちマウンド
状構造物10は、球面状の頂部13と、該頂部13から
放射方向に、海底地盤12に向かって約1:2の勾配で
傾斜する傾斜面14とを有するものである。
As shown in FIGS. 1 (a) and 1 (b), in the upwelling structure of this embodiment, a mound material 11 such as abandoned stone, a block, a coal ash concrete block, etc. is piled up on the seabed 12. It is installed on the seabed as a mound-shaped structure 10 having a substantially conical shape. That is, the mound-shaped structure 10 has a spherical top portion 13 and an inclined surface 14 that is inclined from the top portion 13 in a radial direction toward the seabed ground 12 at an inclination of about 1: 2.

【0016】かかるマウンド状構造物10は、海中15
にあってこれを通過する流れXに対し以下のように作用
して湧昇流を発生させる。すなわち、マウンド状構造物
10の中央付近に衝突した流れaは傾斜面14を駆け上
がるとともに、マウンド状構造物10の背面に生じる負
圧域16の作用によって鉛直方向の渦流17を生じる。
また、構造物10の側方に拡がる傾斜面14の上方を通
過する流れbは外方に傾斜する傾斜面の作用により内方
にその向きを変え、さらにマウンド状構造物10の側方
を通過する流れcはマウンド状構造物10の背面の前記
負圧域16の作用により中央に引き寄せられて互いに衝
突する。そしてこれらの相乗作用によって高い湧昇流1
8が効率よく生じてゆく。ここで、かかる湧昇流発生構
造物としてのマウンド状構造物10は、傾斜面14が頂
部13を中心として放射方向に拡がり、あらゆる方向か
らの流れに対して同様の形状で対向するので、全ての流
向に対してその効率を減じることなく湧昇流18を発生
させることができる。
The mound-like structure 10 is 15 in the sea.
Then, the upflow is generated by acting on the flow X passing therethrough as follows. That is, the flow a colliding near the center of the mound-shaped structure 10 runs up the inclined surface 14, and a vertical vortex 17 is generated by the action of the negative pressure region 16 generated on the back surface of the mound-shaped structure 10.
Further, the flow b passing above the inclined surface 14 that spreads to the side of the structure 10 changes its direction inward by the action of the inclined surface that inclines outward, and further passes through the side of the mound-shaped structure 10. The flowing flows c are attracted to the center by the action of the negative pressure region 16 on the back surface of the mound-shaped structure 10 and collide with each other. And due to these synergistic effects, high upwelling 1
8 efficiently occurs. Here, the mound-shaped structure 10 as such an upwelling flow generation structure has the inclined surface 14 extending in the radial direction with the apex 13 as the center, and faces the flow from all directions in the same shape. The upwelling current 18 can be generated without reducing the efficiency with respect to the current direction.

【0017】そして、かかるマウンド状構造物10をマ
ウンド材料11を積み上げて設置するには、例えば、図
2に示すように、マウンド材料11の投入開口21と、
該投入開口21と連設し下端部が円形に開口する筒状体
22とを備えた浮体装置20を所定の海域に係留し、該
浮体装置20にグラブ船23等により運搬したマウンド
材料11を投入する。投入されたマウンド材料11は海
中を落下して海底に着底堆積し、マウンド状構造物10
を形成する。ここで、設置すべきマウンド状構造物10
は円錐形状であるため、マウンド材料11が同一箇所か
ら海中へ投入されたとき、自然落下の結果堆積形成され
る形状に近似し、したがって、浮体装置20による投入
箇所を移動することなく容易にマウンド状構造物10を
形成することができる。なお、前記浮体装置20の筒状
体22を伸縮可能とすることにより、下端開口から海底
間での距離を調節して、傾斜面の勾配や頂部の形状を任
意に設定することができる。
In order to stack and mount the mound material 11 on the mound-shaped structure 10, for example, as shown in FIG.
A floating body device 20 provided with a cylindrical body 22 connected to the charging opening 21 and having a circular lower end is moored in a predetermined sea area, and the mound material 11 transported to the floating body device 20 by a grab boat 23 or the like is loaded. throw into. The charged mound material 11 drops in the sea and deposits on the bottom of the sea, forming a mound-like structure 10
To form. Here, the mound-shaped structure 10 to be installed
Since the mound material 11 has a conical shape, when the mound material 11 is thrown into the sea from the same location, it is similar to the shape formed by deposition as a result of spontaneous fall, and therefore, the mound material 11 can be easily moved without moving the loading location by the floating body device 20. The structure 10 can be formed. By making the tubular body 22 of the floating body device 20 expandable and contractable, the distance between the bottom opening and the seabed can be adjusted to arbitrarily set the slope of the inclined surface and the shape of the top.

【0018】図3は、水深25cm、流速3.5cm/secの
実験槽において、図4に示す従来型及び本発明の円錐型
あるいは円錐台型のマウンド状の湧昇流発生構造物につ
いて、傾斜面の勾配が1:2のものに対して比較実験を
行なった結果を示す模型形状−湧昇効率図である。ここ
で、湧昇効率とは、所定の水深以上に湧昇した湧昇量を
マウンド状構造物の体積で除した値を、前記従来型のマ
ウンド状構造物に対し直角方向に流れが向かう場合を1
00%として計算した割合である。また、図の右半部は
従来型の湧昇流発生構造物について、構造物と直角方向
からの角度を横軸とするものであり、図の左半部は円錐
型又は円錐台形の湧昇流発生構造物について頂部の形状
を横軸としたものである。そして、かかる実験結果から
は、従来型のものは流向が一方向に卓越している場合は
湧昇効果が大きく有利であるが、流向がばらつくにつれ
て湧昇効率が悪くなり、したがって流向頻度分布にある
程度以上のばらつきが生じる海域では多方向性を考えた
場合、例えば1日以上の長時間における総湧昇効果は円
錐形あるいは円錐台形の湧昇流発生構造物の方が大きく
なることが理解される。
FIG. 3 shows the inclination of the conventional type and the conical or truncated cone type mound-shaped upwelling generation structure shown in FIG. 4 in an experimental tank having a water depth of 25 cm and a flow rate of 3.5 cm / sec. It is a model shape-upwelling efficiency figure which shows the result of having performed the comparative experiment to the thing whose surface gradient is 1: 2. Here, the upwelling efficiency is a value obtained by dividing the upwelling amount upwelling at a predetermined water depth or more by the volume of the mound-like structure, when the flow goes in a direction perpendicular to the conventional mound-like structure. 1
It is the ratio calculated as 00%. In the right half of the figure, the horizontal axis is the angle from the direction perpendicular to the conventional upwelling structure, and the left half of the figure is the conical or frustoconical upwelling structure. The abscissa represents the shape of the top of the flow generating structure. And from such experimental results, the conventional type has a large upwelling effect when the flow direction is predominant in one direction, but the upwelling efficiency deteriorates as the flow direction varies, and therefore the upflow frequency distribution It is understood that, when considering multi-directionality in a sea area where a certain amount of variation occurs, for example, the total upwelling effect over a long time of one day or more is greater in a conical or frustoconical upwelling structure. It

【0019】[0019]

【発明の効果】以上のように、本発明の湧昇流発生構造
物は、頂部より放射方向に、海底面に向かって傾斜する
傾斜面を備えた略円錐形又は略円錐台形のマウンド状構
造物として海底地盤に設置され、あらゆる流向に対して
同様の形状で対向するので、流向が安定しない海域にお
いても、その流れの向きに左右されることなく高い湧昇
流を効率よく発生することができる。
INDUSTRIAL APPLICABILITY As described above, the upwelling structure of the present invention is a mound-like structure of a substantially conical shape or a substantially truncated cone shape having an inclined surface that is inclined from the top toward the sea bottom in the radial direction. Since it is installed on the seabed as an object and faces the same direction with respect to all flow directions, it is possible to efficiently generate high upwelling current without being influenced by the direction of the flow even in the sea area where the flow direction is unstable. it can.

【0020】また、マウンド材料を積み上げて湧昇流発
生構造物を設置する場合には、その形状が海中でのマウ
ンド材料の自然落下の結果形成される形状に近似し、マ
ウンド材料の投入及び設置が容易なため、その構築を容
易に行なうことができる。
When the mound material is piled up to install the upwelling structure, its shape approximates to the shape formed as a result of the natural fall of the mound material in the sea, and the introduction and installation of the mound material. Since it is easy to construct, it can be easily constructed.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の湧昇流発生構造物の一実施例を示す説
明図で、(イ)は側面図、(ロ)は平面図である。
FIG. 1 is an explanatory view showing an embodiment of an upwelling flow generation structure of the present invention, (a) is a side view, and (b) is a plan view.

【図2】マウンド材料を積み上げて湧昇流発生構造物を
設置する場合の一実施態様を示す説明図である。
FIG. 2 is an explanatory diagram showing an embodiment in which mound materials are stacked and an upwelling structure is installed.

【図3】従来及び本発明のマウンド状湧昇流発生構造物
の湧昇効果を比較して示す湧昇効率図である。
FIG. 3 is a upwelling efficiency diagram showing a comparison of upwelling effects of conventional and inventive mound-like upwelling structures.

【図4】従来のマウンド状湧昇流発生構造物を示す斜視
図である。
FIG. 4 is a perspective view showing a conventional mound-like upwelling generation structure.

【図5】流向の定まらない海域における流向頻度の一例
を示す分布図である。
FIG. 5 is a distribution chart showing an example of the frequency of flow direction in a sea area where the flow direction is not fixed.

【図6】従来のマウンド状湧昇流発生構造物に対し、こ
れと平行に流れが生じた場合の状況を示す説明図で、
(イ)は平面図、(ロ)は側面図である。
FIG. 6 is an explanatory diagram showing a situation in which a flow occurs in parallel with a conventional mound-like upwelling structure,
(A) is a plan view and (B) is a side view.

【符号の説明】[Explanation of symbols]

10 マウンド状構造物(湧昇流発生構造物) 11 マウンド材料 12 海底地盤 13 頂部 14 傾斜面 10 Mound-like structure (upwelling structure) 11 Mound material 12 Submarine ground 13 Top 14 Slope

───────────────────────────────────────────────────── フロントページの続き (72)発明者 諌山 吾郎 東京都港区北青山2−5−8 株式会社間 組内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Goro Isayama 2-5-8 Kitaoaoyama, Minato-ku, Tokyo Ma Incorporated

Claims (1)

【特許請求の範囲】 【請求項1】 湧昇流を発生させるため海底地盤に設置
するマウンド状構造物であって、該構造物が、頂部より
放射方向に、海底面に向かって傾斜する傾斜面を備えた
略円錐形又は略円錐台形の構造物として設置されること
を特徴とする湧昇流発生構造物。
Claim: What is claimed is: 1. A mound-like structure that is installed on the seabed to generate upwelling current, the structure sloping in a radial direction from the top toward the seabed. An upwelling generation structure, which is installed as a substantially conical or substantially frustoconical structure having a surface.
JP3192015A 1991-07-31 1991-07-31 Upwelling structure Expired - Lifetime JP2628114B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3192015A JP2628114B2 (en) 1991-07-31 1991-07-31 Upwelling structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3192015A JP2628114B2 (en) 1991-07-31 1991-07-31 Upwelling structure

Publications (2)

Publication Number Publication Date
JPH0530877A true JPH0530877A (en) 1993-02-09
JP2628114B2 JP2628114B2 (en) 1997-07-09

Family

ID=16284188

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3192015A Expired - Lifetime JP2628114B2 (en) 1991-07-31 1991-07-31 Upwelling structure

Country Status (1)

Country Link
JP (1) JP2628114B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011144589A (en) * 2010-01-15 2011-07-28 Sakai Ovex Co Ltd Underwater installed structure and underwater installed structure group including the same
JP2013151787A (en) * 2012-01-24 2013-08-08 Chugoku Electric Power Co Inc:The Calcium hydroxide-containing granular material sand capping structure and method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5466290A (en) * 1977-11-01 1979-05-28 Katsuji Kinugawa Fish bank
JPS54111491A (en) * 1978-02-16 1979-08-31 Tsurunosuke Ochiai Uppward flow generator
JPS6121214A (en) * 1984-07-10 1986-01-29 Hazama Gumi Ltd Constructing method of upwelling current structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5466290A (en) * 1977-11-01 1979-05-28 Katsuji Kinugawa Fish bank
JPS54111491A (en) * 1978-02-16 1979-08-31 Tsurunosuke Ochiai Uppward flow generator
JPS6121214A (en) * 1984-07-10 1986-01-29 Hazama Gumi Ltd Constructing method of upwelling current structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011144589A (en) * 2010-01-15 2011-07-28 Sakai Ovex Co Ltd Underwater installed structure and underwater installed structure group including the same
JP2013151787A (en) * 2012-01-24 2013-08-08 Chugoku Electric Power Co Inc:The Calcium hydroxide-containing granular material sand capping structure and method

Also Published As

Publication number Publication date
JP2628114B2 (en) 1997-07-09

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