JPH0343030A - Submarine screen device - Google Patents
Submarine screen deviceInfo
- Publication number
- JPH0343030A JPH0343030A JP1178392A JP17839289A JPH0343030A JP H0343030 A JPH0343030 A JP H0343030A JP 1178392 A JP1178392 A JP 1178392A JP 17839289 A JP17839289 A JP 17839289A JP H0343030 A JPH0343030 A JP H0343030A
- Authority
- JP
- Japan
- Prior art keywords
- control
- strut
- screen device
- control member
- sand
- 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 claims abstract description 16
- 241000251468 Actinopterygii Species 0.000 abstract description 22
- 239000004576 sand Substances 0.000 abstract description 17
- 241001474374 Blennius Species 0.000 abstract description 8
- 230000000717 retained effect Effects 0.000 abstract 1
- 238000005406 washing Methods 0.000 abstract 1
- 238000009991 scouring Methods 0.000 description 12
- 230000000694 effects Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000009933 burial Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000035755 proliferation Effects 0.000 description 2
- 238000012216 screening Methods 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 238000011179 visual inspection Methods 0.000 description 2
- 241000269908 Platichthys flesus Species 0.000 description 1
- 241000894431 Turbinidae Species 0.000 description 1
- 239000003653 coastal water Substances 0.000 description 1
- 235000021438 curry Nutrition 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 235000014102 seafood Nutrition 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 238000004804 winding Methods 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)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野)
この発明は沿岸海域、砂、混載においても長期にわたり
魚礁機能を維持する海底スクリーン装置に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] This invention relates to a seabed screen device that maintains a fish reef function for a long period of time even in coastal waters, sand, and mixed cargo.
各国のwI海200海里宣言によって漁場が著しく制限
され、かつ都市の発展あるいは工業の発展に伴う沿岸の
埋立、または排水される汚水などの影響を受け、沿岸の
漁場は年々減少傾向にある。このような沿岸の漁業を振
興し、活性化を図る手段の一つとして人工魚礁の造成が
進められている。Fishing grounds have been severely restricted by each country's WWI 200 nautical mile declaration, and coastal fishing grounds are decreasing year by year due to the effects of coastal reclamation and sewage discharged due to urban and industrial development. The construction of artificial reefs is being promoted as a means of promoting and revitalizing such coastal fisheries.
従来の人工魚礁造成用の単位礁として、種々の形状が提
案され使用されている。こられの従来の魚礁ブロックは
設置海域の潮流等により魚礁ブロック周辺の海底土砂が
洗堀され、次第に転倒、埋没し、魚礁効果がなくなり、
且つ、洗掘に大きな渦エネルギーが消費されるので、そ
のため魚礁ブロック周辺および後方には顕著な渦エネル
ギーが発生しがたく、起伏地盤の形成が期待できないと
いう問題点があった。Various shapes have been proposed and used as unit reefs for conventional artificial reef construction. With these conventional fish reef blocks, the ocean floor sediment around the fish reef blocks is washed away by the currents in the sea area where they are installed, and they gradually fall over and become buried, causing the reef effect to disappear.
In addition, since a large amount of eddy energy is consumed in scouring, it is difficult to generate significant eddy energy around and behind the fish reef block, and there is a problem in that it is difficult to expect the formation of undulating ground.
このことについては、水槽におけるモデル実験の結果よ
り魚礁ブロックの転倒、埋没の原因および魚礁ブロック
周辺の渦発生状況や地盤形成状況が判明した。即ち、第
9図(a)に示す如く、海底1に設置された魚礁ブロッ
ク2は潮流3が衝突した時、潮流の一部が下向へ向かう
変向流となって、魚礁ブロック2前方側には澱みが生じ
、乱れの大きな領域が存在することにより渦が発生する
。この渦によって魚礁ブロック2底部付近の土砂が洗掘
され、洗掘された土砂は浮遊砂となって移動、沈降する
。また、潮流3の一部は上方変向流となって渦を発生さ
せ、魚礁ブロック2の上方を通過して、その周辺および
後方に渦を発生させる。一定期間経過すると(b、c図
)に示す如く、魚礁ブロック2が転倒。Regarding this, the causes of overturning and burying of fish reef blocks, as well as the occurrence of eddies and ground formation around fish reef blocks, were clarified from the results of model experiments in aquariums. That is, as shown in FIG. 9(a), when the fish reef block 2 installed on the seabed 1 collides with the tidal current 3, part of the tidal current becomes a downward direction flow, and the fish reef block 2 is placed on the front side. Stagnation occurs in the water, and vortices are generated due to the presence of areas of large turbulence. This vortex scours the earth and sand near the bottom of the fish reef block 2, and the scoured earth and sand becomes floating sand that moves and settles. In addition, a part of the tidal current 3 turns into an upward direction flow, generates a vortex, passes above the fish reef block 2, and generates a vortex around and behind the fish reef block 2. After a certain period of time has elapsed, the fish reef block 2 falls over, as shown in Figures b and c.
埋没し、魚礁ブロック2としての役目をはたさなくなり
、埋没後は洗掘により発生した浮遊砂の沈澱効果での砂
だまりの形成が期待できないことが判明した。また魚礁
ブロック2周辺の渦発生状況については、熱線流速計に
より流速分布を測定し、渦の発生状況を判断した。これ
によると魚礁ブロック2の底部付近には、洗掘を促進さ
せる渦と上方変向流によって発生した渦が発生していて
、その他の場所ではほとんど渦発生状況を確認すること
はできなかった。埋没後には渦の発生は全く発生してい
ない、また、目視により地盤形成状況を確認した結果、
洗掘により発生した浮遊砂は移動、沈澱による砂だまり
4を数個所確認されたが渦エネルギーによる地盤撹拌効
果はなかった。埋没後は次第に砂だまり4が消失し、平
坦地盤に移行し゛た。It was found that the fish reef block 2 was buried and no longer functioned as a fish reef block 2, and that no sand pool could be expected to form due to the sedimentation effect of suspended sand generated by scouring after being buried. Regarding the occurrence of eddies around the fish reef block 2, the current velocity distribution was measured using a hot wire current meter, and the occurrence of eddies was determined. According to this, vortices that promote scouring and vortices generated by upward diversion currents were generated near the bottom of fish reef block 2, and almost no vortex generation could be confirmed in other locations. After burial, no vortices were generated at all, and visual inspection of the ground formation revealed that
Suspended sand generated by scouring moved and settled, creating sand pools 4 in several places, but there was no ground stirring effect due to vortex energy. After burial, sand pool 4 gradually disappeared and the ground shifted to flat ground.
この発明は上記のごとき問題点に着目しなされたもので
ある。その目的は潮流等の流れを制御して、渦流を発生
させ、後方には起伏した地盤を形成し、あるいは海藻を
滞留させ底層魚の増殖を図ることができ、砂泥域におい
ても洗掘、埋没しがたく長期にわたり機能を維持できる
海底スクリーン装置を提案するにある。This invention was made by paying attention to the above-mentioned problems. Its purpose is to control the flow of currents, etc., generate eddies, form undulating ground behind it, or retain seaweed to encourage the proliferation of bottom fish. Our goal is to propose a submarine screen device that can maintain its functionality over a long period of time.
この発明になる海底スクリーン装置は、海流に対向する
流れ制御部と、この制御部を支持する支柱を有する制御
部材を、支柱の先端部を海底に埋設し建込み構成してな
り、制御部と海底との間に海流が通過できる通水部を形
成してなることを特徴とする。The submarine screen device according to the present invention has a control member having a flow control section facing the ocean current and a support supporting the control section, the tip of the support being buried in the seabed. It is characterized by forming a water passage between it and the seabed through which ocean currents can pass.
(実施例1)
この海底スクリーン装置は海流に対向する流れ制御部5
と支柱6とからなる制御部材7を、支柱6の先端部を海
底lに埋設し、制御部6と海底1との間に海流が通過で
きる通水部8を設けて建込み構成されている。(Example 1) This submarine screen device has a flow control unit 5 facing the ocean current.
A control member 7 consisting of a pillar 6 and a support pillar 6 is constructed by burying the tip of the pillar 6 in the seabed 1, and providing a water passage part 8 between the control part 6 and the seabed 1 through which ocean currents can pass. .
制御部材7は、ガラス繊維強化合成樹脂(FRP)製の
筒体9 (15cmφ、長さ300CI+)と支柱6(
15c+*φ、長さ700a*)とを2本と1本の割合
となし、一端側縁を一直線に揃え並列し、その両面に対
をなし配した2組のFRP製の補強板10.10を介し
締結し、制御部5を形成するとともに支柱6を突出せし
めなっている。この部材7は幅125 cmであり海底
lに建込んでなったスクリーン装置は高さ400CI(
埋込み部分3000)、制御部5の面積は幅125c+
+X高さ300cm=37.500cffl、通水部8
の面積は幅87.5cmX高さ100cm = 875
0c4であり通水部面と制御部面との面積比は23.3
%であった。The control member 7 includes a cylindrical body 9 (15 cmφ, length 300 CI+) made of glass fiber reinforced synthetic resin (FRP) and a column 6 (
15c+*φ, length 700a*) in a ratio of 2 and 1, one end side edge aligned in a straight line and parallel, and two sets of FRP reinforcing plates arranged in pairs on both sides 10.10 are fastened together to form the control section 5 and to allow the support column 6 to protrude. This member 7 has a width of 125 cm, and the screen device built on the ocean floor has a height of 400 CI (
Embedded portion 3000), the area of the control section 5 is width 125c+
+X height 300cm = 37.500cffl, water flow section 8
The area is width 87.5cm x height 100cm = 875
0c4, and the area ratio between the water flow part surface and the control part surface is 23.3.
%Met.
このスクリーン装置を深さ8mの外洋性砂地澹の海底に
複数基を直列に設置した。約1年後、スクリーン装置の
後方には起伏地盤が広範囲に形成され、カレー ヒラメ
等の底層魚類が蝟集していることが観察された。Multiple units of this screen device were installed in series on the ocean floor in a sandy ocean at a depth of 8 m. Approximately one year later, a wide area of undulating ground had formed behind the screen device, and it was observed that benthic fish such as curry flounder were gathering there.
制御部面に対する通水部の面積は5%〜80%の範囲が
好適である。5%未満では浮遊砂が後方に通り抜けに<
<、80%を超えるとilI流等の流れの制御ができな
く、渦流が発生しにくくなる。より好ましくは10%以
上70%未満である。The area of the water passing portion relative to the control portion surface is preferably in the range of 5% to 80%. If it is less than 5%, suspended sand will pass through backwards.
<, If it exceeds 80%, it becomes impossible to control flows such as ilI flow, and it becomes difficult to generate vortices. More preferably, it is 10% or more and less than 70%.
(実施例2)
第2図(a)、第3図は、それぞれこの海底スクリーン
装置に用いる制御部材7であり、FRP製の円筒体11
、あるいは三角筒体12からなる制御部5とその内部に
挿通し締結してなるFRPライニング鋼管の支柱6とか
らなる。(Example 2) FIGS. 2(a) and 3 show the control member 7 used in this submarine screen device, and the cylindrical body 11 made of FRP.
Alternatively, it consists of a control section 5 made of a triangular cylindrical body 12 and a support 6 made of an FRP lined steel pipe inserted into the control section 5 and fastened thereto.
第2図(b)、(C)は第2図の制御部材7を支柱6の
先端部を海底1に埋設、当初は制御部5の下端を海底1
に接し建込んでなった海底スクリーン装置である。この
装置を林立させた海底構造体は潮fL3が当たった時、
潮流3の一部は下方変向流となって渦が発生し、制御部
5の下端近傍の土砂を洗掘する。土砂は浮遊砂となって
移動、沈澱する。一定期間経過すると、第2図(C)の
ごとく、海底lと制御部5との間に通水部8が形成され
、下方に向かう変向流によって発生した渦は、その通水
部8を通り後方へ移動する。Figures 2(b) and (C) show the control member 7 shown in Figure 2 with the tip of the support column 6 buried in the seabed 1;
This is an undersea screening device built next to the sea. When the seabed structure on which this device is installed is hit by the tide fL3,
A part of the tidal current 3 becomes a downward diversion current, generating a vortex, and scours the earth and sand near the lower end of the control section 5. Sediment moves and settles as suspended sand. After a certain period of time, a water passage 8 is formed between the seabed l and the control unit 5, as shown in FIG. Move to the back of the street.
また、上方変向流となった潮流3は渦を発生し、後方に
移動し、上下両方の変向流により発生した渦はスクリー
ン装置後方において合体し大きな渦となる。In addition, the tidal current 3 that has become an upward direction-changing flow generates a vortex and moves backward, and the vortices generated by both the upper and lower direction-changing flows combine to form a large vortex at the rear of the screen device.
これらのことについては、熱線流速計により流速分布を
測定し、渦の発生状況を判断した。Regarding these matters, the flow velocity distribution was measured using a hot wire anemometer to determine the occurrence of vortices.
これによると制御部5の底部付近には洗掘を促進させる
渦が発生していて、洗掘により形成された通水部8があ
る深さに達すると洗掘は止まり、渦は通水部8を経由し
て後方に移動する様子が確認できた。すなわち、上方変
向流と下方変向流によって発生した渦は後方で加算され
大きな渦エネルギーになることが確認された。また目視
により地盤形成状況をf!認した結果、洗掘により発生
した浮遊砂は移動、沈澱し、砂だまり4が数個所形成さ
れていて、洗掘が止まった後は後方で大きな渦エネルギ
ーの影響により地盤を撹拌し、洗掘と渦エネルギーの相
乗効果により起伏地盤を形成させることが判明した。According to this, a vortex that promotes scouring is generated near the bottom of the control part 5, and when the water passage part 8 formed by scouring reaches a certain depth, the scouring stops, and the vortex is generated in the water passage part 8. I could see it moving backwards via 8. In other words, it was confirmed that the vortices generated by the upward and downward diverting flows are added at the rear, resulting in large vortex energy. Also, check the ground formation status by visual inspection. As a result, the suspended sand generated by scouring moved and settled, forming several sand pools 4. After the scouring stopped, the ground was stirred by the influence of large vortex energy behind the scouring, and the scouring continued. It was found that undulating ground was formed by the synergistic effect of vortex energy and vortex energy.
また支柱6が海底1に埋設されているため洗堀による転
倒、埋没等がしがたく長期にわたり魚礁性能が保持でき
ることが実証された。In addition, since the pillars 6 are buried in the seabed 1, they are resistant to overturning or burying due to scouring, and it has been demonstrated that the reef performance can be maintained for a long period of time.
(実施例3)
第4.5.6図に示す制御部材7は、それぞれ、FRP
製の円筒体1m三角筒体12あるいは帯条13を螺旋状
に捲き形成した多数の透孔14がある円筒体11°から
なる制御部5に複数本のFRPライニング鋼管の支柱6
を取付は構成されている。(Example 3) The control members 7 shown in Fig. 4.5.6 are each made of FRP.
A plurality of FRP-lined steel pipe supports 6 are attached to the control unit 5, which is a cylindrical body 11° with a large number of through holes 14 formed by winding a 1m triangular cylinder 12 or a strip 13 in a spiral shape.
The installation is configured.
これらの制御部材7も前記(実施例2)の制御部材と同
様に海底に支柱を埋設し、海底スクリーン装置をつくり
、魚礁としての機能を発揮できる。These control members 7 can also function as a fish reef by embedding supports in the seabed to create a seabed screen device in the same way as the control members of the second embodiment.
(実施例4)
第7図の制御部材7は2枚のFRP製横格子板体15を
一辺において接合してなる下方に拡大開口した断面三角
形の制御部5と、その両側端に取付けた支柱6.6とか
らなる。板体15には格子間に多数の横長の透孔14が
ある。(Embodiment 4) The control member 7 shown in FIG. 7 includes a control part 5 having a triangular cross section with an enlarged downward opening formed by joining two FRP horizontal lattice plates 15 on one side, and supports attached to both ends of the control part 5. It consists of 6.6. The plate body 15 has a large number of horizontally elongated through holes 14 between the lattices.
第8図の制御部材7は多数の透孔14がある2枚のFR
P製縦横格子板体16を組立ててなった下方に拡大開口
した断面台形の制御部5と、その4つの隅部に取付けた
4本の支柱6とからなる。この制御部材7の縦横格子板
体16は幅300cm、高さ400aa、透孔寸法30
cm X 30cm 、台形の傾斜角60’であり、支
柱6は直径15cm、長さ600cmのFRPライニン
グ鋼管を開いた。The control member 7 in FIG.
It consists of a control part 5 which has a trapezoidal cross section with an enlarged downward opening and is made by assembling vertical and horizontal lattice plates 16 made of P, and four pillars 6 attached to its four corners. The vertical and horizontal lattice plate body 16 of this control member 7 has a width of 300 cm, a height of 400 aa, and a through hole size of 30 cm.
cm x 30 cm, with a trapezoidal inclination angle of 60', and the strut 6 opened an FRP lined steel pipe with a diameter of 15 cm and a length of 600 cm.
第8図の制御部材を、深さ7 c+eの外洋性砂地盤の
砕波域に、支柱6の先端部を海底地盤内に200 cm
埋設して建込み、海底と制御部との間に高さ約154c
mの通水部を設け、海底スクリーン装置を構築した。約
1年後賎察したところ、制御部下方の通水部に海ぶが捕
捉され、その周辺にはこれを餌料とするサザエ、アワビ
等がtW集していた。また、このスクリーン装置は極め
て安定で沈下量はほとんどなく、長期にわたり、育戒礁
としての機能を維持した。The control member shown in Fig. 8 was placed in the breaking wave area of open ocean sandy ground at a depth of 7 c + e, and the tip of the support column 6 was placed 200 cm into the seabed ground.
Buried and erected, with a height of approximately 154cm between the seabed and the control section.
A seabed screening device was constructed by installing a water flow section of 1.5 m. After about a year, we observed that seaweed had been caught in the water passage below the control, and turban shells, abalone, etc. had gathered around it as food. Additionally, this screen device was extremely stable, with almost no subsidence, and maintained its function as a nurturing reef for a long period of time.
この実施例の海底スクリーン装置の傾斜した多数の透孔
がある板体からなる制御部は、これに海流が当たり、透
孔を通り抜けた時に、浮遊している海藻が引掛かり、捕
捉される。同時に制御部に当たった海流は、その前方に
渦を発生させ、浮遊海藻は渦内に取り込められ円運動を
しながらスクリーン装置前方に滞留するので、傾斜した
制御部の板体に海藻が引掛かり易くなる。傾斜の角度は
30’未満あるいは70°以上では引掛かりにくくなる
ので、好ましくは30°以上、70’未満である。The control section of the submarine screen device of this embodiment is made up of a plate having a large number of slanted through holes, and when an ocean current hits it and passes through the through holes, floating seaweed is caught and captured. At the same time, the ocean current that hits the control unit generates a vortex in front of it, and the floating seaweed is caught in the vortex and stays in front of the screen device while moving in a circular motion. It becomes easier. If the angle of inclination is less than 30° or more than 70°, it will be difficult to get caught, so it is preferably 30° or more and less than 70°.
また、スクリーン装置の前方に滞留する海藻は、海流の
速度が限界値を越えると、スクリーン装置の上方を越え
後方に落下し、底層の逆流によりスクリーン装置に引戻
されて円運動をしながら滞留し、後方の傾斜した透孔の
ある板体にも海藻が引掛かるようになる。In addition, when the speed of the ocean current exceeds a critical value, the seaweed that accumulates in front of the screen device will fall backwards over the top of the screen device, and will be pulled back into the screen device by the backflow of the bottom layer and remain in the screen while moving in a circular motion. However, seaweed also becomes caught in the plate with the sloping holes at the rear.
上記実施例(1,2,3,4)においては部材の材料4
゜
および形状を特定したが、使用材料はFRPに限らず、
コンクリート、鋼材等自由に選定使用できる。また、形
状については断面楕円形、六角形等の部材を適宜使用で
きる。In the above embodiments (1, 2, 3, 4), the material of the member 4
Although the shape and shape were specified, the material used is not limited to FRP.
You can freely select and use concrete, steel, etc. Further, regarding the shape, members having an elliptical cross section, a hexagonal shape, etc. can be used as appropriate.
この発明は以上の通りであり、この海底スクリーン装置
は海流に渦流を発生させ、装置後方の地盤に起伏を形成
したり、海藻を滞留せしめたりし、底層魚介類の育成、
増殖の機能を発揮する。また、沈下、埋没等が起こらず
長期にわたり機能を発揮できる。The present invention is as described above, and this submarine screen device generates eddies in ocean currents, forms undulations on the ground behind the device, retains seaweed, and cultivates bottom layer seafood.
Exercises the function of proliferation. In addition, it can function for a long time without sinking or burying.
第1〜8図はこの発明の実施例を示すものであり、第1
図は(実施例1)の海底スクリーン装置の一部断面で示
す斜視図、第2図(a)、第3図はそれぞれ(実施例2
)の制御部材の斜視図、第2図(b)、(C)は第2図
(a)の制御部材を建込み形成した海底スクリーン装置
の斜視図、第4.5゜6図はそれぞれ(実施例3)の制
御部材の斜視図、第7.8図はそれぞれ(実施例4)の
制御部材の斜視図、第9図(a)、 (b)、 (C)
は従来の魚礁ブロック転倒、埋没の過程を示す縦断面図
である。
1・・・・・・海底、2・・・・・・魚礁ブロック、3
・・・・・・海流、4・・・・・・砂だまり、5・・・
・・・制御部、6・・・・・・支柱、7・・・・・・制
御部材、8・・・・・・通水部、9・・・・・・筒体、
lO・・・・・・補強板、11・・・・・・円筒体、1
2・・・三角筒体、13・・・・・・帯条、14・・・
・・・透孔、15・・・・・・横格子板体、16・・・
・・・縦横格子板体。1 to 8 show embodiments of this invention, and the first
The figure is a perspective view showing a partial cross section of the submarine screen device of (Example 1), and FIGS. 2(a) and 3 are respectively (Example 2).
), Figures 2(b) and (C) are perspective views of a submarine screen device in which the control member of Figure 2(a) is built-in, and Figures 4.5 and 6 are respectively ( FIG. 7.8 is a perspective view of the control member of Example 3), and FIGS. 9A, 9B, and 9C are perspective views of the control member of Example 4, respectively.
is a vertical cross-sectional view showing the process of overturning and burying a conventional fish reef block. 1... Seabed, 2... Fish reef block, 3
...Ocean current, 4...Sand pool, 5...
...Control part, 6...Strut, 7...Control member, 8...Water passage part, 9...Cylinder body,
lO...Reinforcement plate, 11...Cylindrical body, 1
2... Triangular cylinder, 13... Strip, 14...
...Through hole, 15...Horizontal lattice plate, 16...
... Vertical and horizontal lattice plate.
Claims (1)
する支柱を有する制御部材を、支柱の先端部を海底に埋
設し建込み構成してなり、制御部と海底との間に海流が
通過できる通水部を形成してなることを特徴とする海底
スクリーン装置。(1) A control member that has a flow control section facing the ocean current and a column that supports this control section is constructed by burying the tip of the column in the seabed, and the ocean current flows between the control section and the seabed. A submarine screen device characterized by forming a water passage through which water can pass.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1178392A JPH0343030A (en) | 1989-07-11 | 1989-07-11 | Submarine screen device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1178392A JPH0343030A (en) | 1989-07-11 | 1989-07-11 | Submarine screen device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0343030A true JPH0343030A (en) | 1991-02-25 |
Family
ID=16047698
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1178392A Pending JPH0343030A (en) | 1989-07-11 | 1989-07-11 | Submarine screen device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0343030A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007063822A (en) * | 2005-08-30 | 2007-03-15 | Toyo Constr Co Ltd | Environment-friendly pier |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS55138341A (en) * | 1979-04-14 | 1980-10-29 | Hazama Gumi | Artificial bank for breeding |
JPS594275B2 (en) * | 1981-01-12 | 1984-01-28 | 謙郎 元田 | 2D movable arm member |
JPS61289823A (en) * | 1985-06-18 | 1986-12-19 | 牟田神西 久弥 | High fish bank in sea |
-
1989
- 1989-07-11 JP JP1178392A patent/JPH0343030A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS55138341A (en) * | 1979-04-14 | 1980-10-29 | Hazama Gumi | Artificial bank for breeding |
JPS594275B2 (en) * | 1981-01-12 | 1984-01-28 | 謙郎 元田 | 2D movable arm member |
JPS61289823A (en) * | 1985-06-18 | 1986-12-19 | 牟田神西 久弥 | High fish bank in sea |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007063822A (en) * | 2005-08-30 | 2007-03-15 | Toyo Constr Co Ltd | Environment-friendly pier |
JP4645903B2 (en) * | 2005-08-30 | 2011-03-09 | 東洋建設株式会社 | Environmentally friendly pier |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110396979A (en) | A kind of ecological restoring method of city river | |
CN100445470C (en) | Underwater groins system for growing various living things | |
KR100913772B1 (en) | Fish ways of natural type river | |
CN212533945U (en) | River edge beach fish habitat structure | |
CN114956341B (en) | Pond-bubble type near-natural river wetland and construction method thereof | |
JPH0343030A (en) | Submarine screen device | |
CN107938592B (en) | Ecological transformation structure of linear type urban river | |
JP3481870B2 (en) | Coarse lobe | |
KR100948552B1 (en) | A marin structure for fish ways | |
CN114508130A (en) | Offshore wind turbine anti-scouring structure and setting method thereof | |
CN109252487A (en) | A kind of I-shaped dam and its ecotechnology for ecological recovery and protection | |
JP2729506B2 (en) | Senman tide difference type purification levee | |
JPH11256548A (en) | Floor anchoring method using pile and foot protection block | |
JP3796690B2 (en) | Artificial fishing reef, dam / dam construction method, river bed construction method, intake method, and river side wall construction method using the artificial fishing reef | |
CN208104148U (en) | Sloot trash block system | |
KR100743550B1 (en) | Scour prevention block | |
JP2005036453A (en) | Seepage-control water-area purifying facility | |
JP2011089250A (en) | Method for accelerating flow-down of sediment accumulated in river and the like | |
JP2922193B1 (en) | Bio-symbiotic seawall and seawall panel materials | |
KR200340884Y1 (en) | FOOD BLOCK with excellent water purification | |
RU2223359C2 (en) | Breakwater | |
RU2012712C1 (en) | Power plant sluice | |
Dorova | Hydraulic Charactertistics Near Streamside Structures Along the Kenai River, Alaska | |
RU2029015C1 (en) | Screen for protection of water medium from contamination with ground in underwater ground excavation jobs | |
JP2001161211A (en) | Method for constituting fish reef |