JP2002275856A - Seawater replaceable breakwater - Google Patents

Seawater replaceable breakwater

Info

Publication number
JP2002275856A
JP2002275856A JP2001113530A JP2001113530A JP2002275856A JP 2002275856 A JP2002275856 A JP 2002275856A JP 2001113530 A JP2001113530 A JP 2001113530A JP 2001113530 A JP2001113530 A JP 2001113530A JP 2002275856 A JP2002275856 A JP 2002275856A
Authority
JP
Japan
Prior art keywords
water
port
seawater
outside
chamber
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
Application number
JP2001113530A
Other languages
Japanese (ja)
Inventor
Ikuo Shiraishi
郁生 白石
Tatsuhiko Sugimoto
達彦 杉本
Tadashi Yoshimura
吉村  正
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Original Assignee
Mitsui Engineering and Shipbuilding Co 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 Mitsui Engineering and Shipbuilding Co Ltd filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP2001113530A priority Critical patent/JP2002275856A/en
Publication of JP2002275856A publication Critical patent/JP2002275856A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To prevent the deterioration of water quality in a port by imparting the seawater replacing function to a breakwater itself. SOLUTION: A retarding chamber 6 communicating with the port outside 5 is arranged on the inside or in a front part of a bank body 3. A water introducing hole 9 communicating with both the retarding chamber 6 and the port inside 8 is arranged in a rear wall 7 or a floor surface 14 of the retarding chamber 6. A hood-like cover 15 for channeling seawater downward is arranged in an outlet of the water introducing hole.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、港外から港内への
波浪の進入を防ぐとともに、港内の水質を容易に保全し
得る海水交換型防波堤に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seawater exchange type breakwater which can prevent waves from entering the port from outside the port and can easily maintain the water quality in the port.

【0002】[0002]

【従来の技術】従来、一般に、防波堤は、港外から港内
に波浪が進入しないように構築されているために、港内
に海水が滞留し易くなり、以て、港内の水質が悪化し易
いという問題があった。
2. Description of the Related Art Conventionally, breakwaters are generally constructed so that waves do not enter the harbor from outside the harbor, so that seawater tends to stay in the harbor and the water quality in the harbor tends to deteriorate. There was a problem.

【0003】[0003]

【発明が解決しようとする課題】本発明は、係る従来の
問題に鑑みてなされたものであり、その目的とするとこ
ろは、防波堤自身に海水交換機能を付与して港内の水質
悪化を防止するようにした海水交換型防波堤を提供する
ことにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned conventional problems, and an object of the present invention is to provide a seawater exchange function to a breakwater itself to prevent deterioration of water quality in a port. It is an object of the present invention to provide a seawater exchange type breakwater.

【0004】[0004]

【課題を解決するための手段】上記の課題を解決するた
め、本発明は、次のように構成される。
In order to solve the above-mentioned problems, the present invention is configured as follows.

【0005】(1) 堤体の内部又は前部に港外に通ず
る遊水室を設けるとともに、該遊水室の後壁又は床面に
遊水室と港内との双方に通ずる導水孔を設けたことを特
徴とする海水交換型防波堤。
(1) A water retarding chamber is provided inside or in front of the embankment body and communicates with the outside of the port, and a water introduction hole communicating with both the water retarding chamber and the inside of the port is provided on the rear wall or floor of the water retarding chamber. Seawater exchange type breakwater which is the feature.

【0006】(2) 前記導水孔を、港外から港内に向
かって斜めに設置することを特徴とする(1)記載の海
水交換型防波堤。
(2) The seawater exchange type breakwater according to (1), wherein the water introduction hole is installed obliquely from outside the port toward the inside of the port.

【0007】(3) 前記導水孔を、港外から港内に向
かって斜め下向きに傾斜させることを特徴とする(1)
又は(2)記載の海水交換型防波堤。
(3) The water hole is inclined obliquely downward from outside the port toward the inside of the port.
Or the seawater exchange type breakwater according to (2).

【0008】(4) 堤体の内部又は前部に港外に通ず
る遊水室を設けるとともに、該遊水室の後壁又は床面に
遊水室と港内との双方に通ずる導水孔を設け、且つ該導
水孔の出口に海水を下方に偏流させるフード状の覆いを
設けることを特徴とする海水交換型防波堤。
[0008] (4) A water play chamber is provided inside or at the front of the embankment body, which communicates with the outside of the port, and a water introduction hole is provided on the rear wall or floor of the water play chamber, which communicates with both the water play chamber and the inside of the port. A seawater exchange type breakwater characterized by providing a hood-shaped cover for causing seawater to drift downward at an outlet of a water guide hole.

【0009】[0009]

【発明の実施の形態】以下、本発明の実施の形態を図面
を用いて説明する。 (1)第1の実施形態 図3は港湾の斜視図であり、漁港など港湾1の前面に海
水交換型の防波堤2が構築されている。この防波堤2
は、図1に示すように、その堤体3の内部の上方部分に
遊水室6を備えている。この遊水室6は、堤体3の前壁
11に設けた複数の開口部12によって港外(外海)5
と連通しているとともに、堤体3の後壁7に設けた複数
の導水孔9によって港内8にも連通している。
Embodiments of the present invention will be described below with reference to the drawings. (1) First Embodiment FIG. 3 is a perspective view of a harbor, and a seawater exchange type breakwater 2 is constructed in front of a harbor 1 such as a fishing port. This breakwater 2
As shown in FIG. 1, a water retarding chamber 6 is provided in an upper portion inside the bank body 3. The water chamber 6 is provided with a plurality of openings 12 provided in the front wall 11 of the embankment body 3 so as to be located outside the port (outside sea) 5.
And a plurality of water introduction holes 9 provided in the rear wall 7 of the embankment body 3 to communicate with the port 8.

【0010】開口部12としては、縦長のスリットが好
ましいが、これに準ずる形状のものであれば、必ずしも
縦長のスリットに限定されない。また、開口部12は、
遊水室6の高さにほぼ匹敵する高さを有しているが、こ
れについても任意に設計することができる。一方、導水
孔9は、遊水室6の床面14の近傍に位置するように設
けられている。なお、符号4は中詰室を示している。
The opening 12 is preferably a vertically long slit, but is not necessarily limited to a vertically long slit as long as it has a shape conforming thereto. The opening 12 is
Although it has a height almost equal to the height of the water-retaining chamber 6, it can be designed arbitrarily. On the other hand, the water introduction hole 9 is provided so as to be located near the floor surface 14 of the water retarding chamber 6. Reference numeral 4 indicates a filling room.

【0011】図2に示すように、遊水室6は、隔壁10
によってそれぞれ仕切られており、各遊水室6は、それ
ぞれ、同数の開口部12を有するとともに、同数の導水
孔9を有している。
As shown in FIG. 2, the retarding chamber 6 includes a partition 10
The water chambers 6 each have the same number of openings 12 and the same number of water introduction holes 9.

【0012】次に、この海水交換型防波堤の港内水質保
全作用について説明する。
Next, the water quality preservation action of the seawater exchange type breakwater in the port will be described.

【0013】図4に示すように、港外(外海)5から防
波堤2に向かって押し寄せた押し波aは、堤体3の前壁
11に設けられている縦長の開口部12を通って遊水室
6内に進入し、遊水室6内が押し波aによって湛水され
る。
As shown in FIG. 4, a rush wave a rushing from the port (outside sea) 5 toward the breakwater 2 passes through a vertically long opening 12 provided in a front wall 11 of the levee body 3 to recharge. After entering the chamber 6, the inside of the water retarding chamber 6 is flooded by the pushing wave a.

【0014】次いで、図5に示すように、防波堤2から
港外(外海)5に向かって波が引く(引き波b)と、遊
水室6内の海面b′と港内8の海面cとの間に水頭差H
が生じ、遊水室6内の海水が、堤体3の後壁7に設けら
れている導水孔9を通って矢印eで示すように港内8に
流入し、港内8の海水の入れ替えが行なわれる。
Next, as shown in FIG. 5, when a wave is drawn from the breakwater 2 to the outside of the port (outside sea) 5 (pulling wave b), the sea surface b 'in the water retarding chamber 6 and the sea surface c in the port 8 are connected. Head difference H
Occurs, and the seawater in the retarding chamber 6 flows into the harbor 8 as shown by an arrow e through the water guide hole 9 provided in the rear wall 7 of the embankment body 3, and the seawater in the harbor 8 is replaced. .

【0015】上記のように、本発明は、押し波aを利用
して堤体上部の遊水室6に港外(外海)5の海水を導入
するとともに、引き波bによって生じた遊水室6内の海
面b′と港内8の海面cとの間の水頭差Hを利用して遊
水室6内の海水を、堤体後壁の導水孔9から港内8に吐
出させるので、押し波aと引き波bとを利用して港内8
の海水を、港外の海水と絶えず入れ替えることができ
る。
As described above, according to the present invention, seawater from outside the port (outside sea) 5 is introduced into the water-reducing chamber 6 at the upper part of the embankment by using the pushing wave a, and the inside of the water-reducing chamber 6 generated by the drawing wave b The seawater in the water retarding chamber 6 is discharged into the harbor 8 from the water guide hole 9 in the rear wall of the embankment by utilizing the head difference H between the sea surface b 'of the harbor and the sea surface c of the harbor 8. 8 in harbor using wave b
Seawater can be constantly replaced with seawater outside the port.

【0016】なお、堤体3に設けられている開口部12
と導水孔9との高さを相対的に調節することにより、海
水交換量および透過波(導水孔を通じて伝達させる波)
を調節することができる。 (2)第2の実施形態 以上の説明では、堤体3の内部上方部分に遊水室6を設
けた場合について説明したが、図6に示すように、堤体
3の前部に遊水室60を設けても同様の効果を得ること
ができる。
The opening 12 provided in the bank 3
Seawater exchange amount and transmitted wave (wave transmitted through the water guide hole) by relatively adjusting the height of the water and the water guide hole 9.
Can be adjusted. (2) Second Embodiment In the above description, the case where the water retarding chamber 6 is provided in the upper part inside the bank body 3 has been described, but as shown in FIG. The same effect can be obtained by providing.

【0017】なお、この実施形態では、上記形状の開口
部12を第2の前壁11′の上部に設けるとともに、導
水孔9が堤体3を貫通するようになっている。また、そ
の他の部位については、第1の実施形態のものと変わり
がないので、同じ部位に同じ符号を付け、詳しい説明を
省略する。 (3)第3及び第4の実施形態 また、図7及び図8に示すように、導水孔9をL字形に
形成して導水流eをできるだけ港内8の深いところに吐
出させると、海水の攪拌効果を更に高めることができ
る。
In this embodiment, the opening 12 having the above-mentioned shape is provided above the second front wall 11 ′, and the water introduction hole 9 penetrates the bank 3. The other parts are the same as those of the first embodiment, so the same parts are denoted by the same reference numerals, and detailed description will be omitted. (3) Third and Fourth Embodiments As shown in FIGS. 7 and 8, when the water guide hole 9 is formed in an L-shape and the water guide flow e is discharged as deep as possible in the harbor 8, the seawater is discharged. The stirring effect can be further enhanced.

【0018】なお、その他の部位については、第1の実
施形態のものと変わりがないので、同じ部位に同じ符号
を付け、詳しい説明を省略する。 (4)第5及び第6の実施形態 また、図9及び図10に示すように、防波堤2に設けら
れている導水孔9を、遊水室6(60)から港内8に向
かって斜め下向きに傾斜させてもよい。この場合には、
遊水室6(60)内の海水eが港内8に斜め下向きに流
入し、港内8の海水浄化、特に、港内海水の鉛直混合が
より一層促進される。導水孔9の傾斜角θとしては、3
0〜60度の範囲が好ましい。
Since other parts are the same as those of the first embodiment, the same parts are denoted by the same reference numerals, and detailed description is omitted. (4) Fifth and Sixth Embodiments As shown in FIGS. 9 and 10, the water guide holes 9 provided in the breakwater 2 are inclined obliquely downward from the water retarding chamber 6 (60) toward the harbor 8. It may be inclined. In this case,
The seawater e in the water play chamber 6 (60) flows obliquely downward into the port 8, and the purification of the seawater in the port 8, particularly the vertical mixing of the seawater in the port, is further promoted. The inclination angle θ of the water introduction hole 9 is 3
A range of 0 to 60 degrees is preferred.

【0019】なお、導水孔9は、上記の如く、斜め下向
きに傾斜させるのみならず、任意の方向に傾斜させても
よい。この場合には、港内8側の任意の水域に導水流を
送水することができる。その他の部位については、第1
の実施形態のものと変わりがないので、同じ部位に同じ
符号を付け、詳しい説明を省略する。 (4)第7の実施形態 ところで、図11に示すように、堤体3の後壁7にフー
ド状の覆い15を取り付けて導水孔9の出口を覆うと、
導水孔9から吐出される海水eがフード状の覆い15に
よって下向きに偏流され、港内8の海水の鉛直方向の混
合が促進される。その結果、港内8の海水浄化がより一
層促進される。また、透過波、すなわち、導水孔9を通
じて伝達させる波を低減させることが可能となる。
As described above, the water guide hole 9 may be inclined not only diagonally downward but also in any direction. In this case, the headwater can be sent to any water area on the port 8 side. For other parts,
Since this embodiment is the same as that of the embodiment, the same reference numerals are given to the same portions, and detailed description is omitted. (4) Seventh Embodiment By the way, as shown in FIG. 11, when a hood-shaped cover 15 is attached to the rear wall 7 of the bank body 3 to cover the outlet of the water introduction hole 9,
The seawater e discharged from the water introduction hole 9 is deflected downward by the hood-shaped cover 15, and the vertical mixing of the seawater in the port 8 is promoted. As a result, seawater purification in the port 8 is further promoted. Further, it is possible to reduce transmitted waves, that is, waves transmitted through the water introduction holes 9.

【0020】この覆い15は、図12及び図13に示す
ように、二つの側面16と、一つの鏡板17とから形成
され、下向きの開口部18を有している。また、この覆
い15の横幅及び高さは、導水孔9の径と同等か、それ
より若干大とする。覆い15の横幅及び高さが、導水孔
9の径よりも極端に大きくなると、導水孔9から吐出さ
れる導水流がフード状の覆い15の中で拡散し、港内の
鉛直混合が行なわれ難くなる。
As shown in FIGS. 12 and 13, the cover 15 is formed of two side surfaces 16 and one end plate 17 and has a downward opening 18. The width and height of the cover 15 are equal to or slightly larger than the diameter of the water guide hole 9. When the width and height of the cover 15 are extremely larger than the diameter of the water hole 9, the water flow discharged from the water hole 9 diffuses in the hood-shaped cover 15, making it difficult for the port to be vertically mixed. Become.

【0021】なお、その他の部位については、既に説明
した第1の実施形態のものと変わりがないので、同じ部
位に同じ符号を付けて詳しい説明を省略する。 (5)第8の実施形態 図14に示すように、導水孔9が水面cに近い場合に
は、堤体3の後壁7にフード状の覆い15を取り付けて
導水孔9の出口を覆うと、導水孔9から吐出される海水
eがフード状の覆い15によって下向きに偏流され、港
内8の海水の鉛直方向の混合が促進されるとともに、透
過波を低減させる効果が得られる。
Since the other parts are the same as those of the first embodiment described above, the same parts are denoted by the same reference numerals and detailed description is omitted. (5) Eighth Embodiment As shown in FIG. 14, when the water guide hole 9 is close to the water surface c, a hood-shaped cover 15 is attached to the rear wall 7 of the embankment 3 to cover the outlet of the water guide hole 9. Then, the seawater e discharged from the water introduction hole 9 is deflected downward by the hood-shaped cover 15, and the mixing of the seawater in the port 8 in the vertical direction is promoted, and the effect of reducing the transmitted wave is obtained.

【0022】上記第7及び第8の実施形態では、導水孔
9の出口部分にフード状の覆い15を設けた例について
説明したが、係るフード状の覆いに限らず、導水孔9か
ら吐出される導水流eを下向きに偏流できるものであれ
ば、如何なる形状構造のものでも適用することができ
る。
In the above-described seventh and eighth embodiments, the example in which the hood-shaped cover 15 is provided at the outlet portion of the water-guiding hole 9 has been described. Any shape and structure can be applied as long as the water flow e can be deflected downward.

【0023】[0023]

【発明の効果】上記のように、本発明は、押し波aを利
用して堤体上部又は前部の遊水室に港外(外海)の海水
を導入するとともに、引き波bによって生じた遊水室内
の海面b′と港内の海面cとの間の水頭差Hを利用して
遊水室内の海水を、堤体後壁の導水孔から港内に吐出さ
せるので、押し波aと引き波bとを利用して港内8の海
水を、港外の海水と絶えず入れ替えることができる。そ
の結果、防波堤によって波の進入を防ぎながら、港内の
水質を効率的に保全することが可能になった。
As described above, according to the present invention, seawater from outside the port (outside sea) is introduced into the water reserving room at the upper part or the front part of the embankment using the pushing wave a, and Using the head difference H between the sea surface b 'in the room and the sea surface c in the port, seawater in the retarding room is discharged into the port from the water guide hole in the rear wall of the embankment body. The seawater in the harbor 8 can be constantly replaced by seawater outside the harbor. As a result, it became possible to efficiently preserve the water quality in the port while preventing the intrusion of waves by the breakwater.

【0024】また、上記導水孔を、遊水室から港内に向
かって斜め下方に傾斜するように、防波堤に設けると、
遊水室内の海水eが港内に下向きに流入し、港内の海水
浄化がより一層促進される。
[0024] Further, the water introduction hole is provided in the breakwater so as to be inclined obliquely downward from the retarding chamber toward the port.
Seawater e in the retarding chamber flows downward into the port, and the purification of seawater in the port is further promoted.

【0025】また、本発明の他の一つは、導水孔の出口
に海水を下方に偏流させるフード状の覆いを設けたの
で、導水孔から吐出される海水eがフード状の覆いによ
って下向きに偏流され、港内の海水の鉛直方向の混合が
促進されるようになった。その結果、港内の海水浄化が
より一層促進されるようになった。また、透過波、すな
わち、導水孔を通じて伝達させる波を低減させることが
可能となった。
Another aspect of the present invention is to provide a hood-shaped cover for causing seawater to drift downward at the outlet of the water guide hole, so that the seawater e discharged from the water guide hole is directed downward by the hood-shaped cover. It has been deflected to promote vertical mixing of seawater in the harbor. As a result, seawater purification in the port has been further promoted. Further, it has become possible to reduce the transmitted wave, that is, the wave transmitted through the water introduction hole.

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

【図1】本発明の海水交換型防波堤(第1の実施形態)
の縦断面図である。
FIG. 1 is a seawater exchange type breakwater of the present invention (first embodiment).
FIG.

【図2】図1のA−A′断面図である。FIG. 2 is a sectional view taken along line AA ′ of FIG. 1;

【図3】第1の実施形態の海水交換型防波堤を設置した
港の斜視図である。
FIG. 3 is a perspective view of a port where a seawater exchange type breakwater of the first embodiment is installed.

【図4】押し波の説明図である。FIG. 4 is an explanatory diagram of a pushing wave.

【図5】導水流の発生説明図である。FIG. 5 is an explanatory diagram of generation of a headwater flow.

【図6】本発明の海水交換型防波堤(第2の実施形態)
の縦断面図である。
FIG. 6 is a seawater exchange type breakwater of the present invention (second embodiment).
FIG.

【図7】本発明の海水交換型防波堤(第3の実施形態)
の縦断面図である。
FIG. 7 is a seawater exchange type breakwater of the present invention (third embodiment).
FIG.

【図8】本発明の海水交換型防波堤(第4の実施形態)
の縦断面図である。
FIG. 8 is a seawater exchange type breakwater of the present invention (fourth embodiment).
FIG.

【図9】本発明の海水交換型防波堤(第5の実施形態)
の縦断面図である。
FIG. 9 is a seawater exchange type breakwater of the present invention (fifth embodiment).
FIG.

【図10】本発明の海水交換型防波堤(第6の実施形
態)の縦断面図である。
FIG. 10 is a longitudinal sectional view of a seawater exchange type breakwater (sixth embodiment) of the present invention.

【図11】本発明の海水交換型防波堤(第7の実施形
態)の縦断面図である。
FIG. 11 is a longitudinal sectional view of a seawater exchange type breakwater (seventh embodiment) of the present invention.

【図12】図11の要部拡大断面図である。FIG. 12 is an enlarged sectional view of a main part of FIG. 11;

【図13】図11のB−B′断面図である。FIG. 13 is a sectional view taken along line BB ′ of FIG. 11;

【図14】本発明の海水交換型防波堤(第8の実施形
態)の縦断面図である。
FIG. 14 is a longitudinal sectional view of a seawater exchange type breakwater (eighth embodiment) of the present invention.

【符号の説明】 3 堤体 5 港外 6 遊水室 7 後壁 8 港内 9 導水孔 14 床面 15 フード状の覆い[Explanation of Signs] 3 Embankment body 5 Out of port 6 Recreational room 7 Rear wall 8 In harbor 9 Water hole 14 Floor 15 Hood-shaped cover

フロントページの続き (72)発明者 吉村 正 東京都中央区築地5丁目6番4号 三井造 船株式会社内 Fターム(参考) 2D018 BA12 Continuation of the front page (72) Inventor Tadashi Yoshimura 5-6-4 Tsukiji, Chuo-ku, Tokyo Mitsui Engineering & Shipbuilding Co., Ltd. F-term (reference) 2D018 BA12

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 堤体の内部又は前部に港外に通ずる遊水
室を設けるとともに、該遊水室の後壁又は床面に遊水室
と港内との双方に通ずる導水孔を設けたことを特徴とす
る海水交換型防波堤。
1. A water retardation chamber that communicates with the outside of a port is provided inside or in the front of the embankment body, and a water introduction hole that communicates with both the water relaxation chamber and the inside of the port is provided on the rear wall or floor of the water retardation chamber. Seawater exchange type breakwater.
【請求項2】 前記導水孔を、港外から港内に向かって
斜めに設置することを特徴とする請求項1記載の海水交
換型防波堤。
2. The seawater exchange type breakwater according to claim 1, wherein the water introduction hole is installed obliquely from outside the port toward the inside of the port.
【請求項3】 前記導水孔を、港外から港内に向かって
斜め下向きに傾斜させることを特徴とする請求項1又は
2記載の海水交換型防波堤。
3. The seawater exchange type breakwater according to claim 1, wherein the water introduction hole is inclined obliquely downward from outside the port toward inside the port.
【請求項4】 堤体の内部又は前部に港外に通ずる遊水
室を設けるとともに、該遊水室の後壁又は床面に遊水室
と港内との双方に通ずる導水孔を設け、且つ該導水孔の
出口に海水を下方に偏流させるフード状の覆いを設ける
ことを特徴とする海水交換型防波堤。
4. A water retardation chamber communicating with the outside of the port is provided inside or in the front of the embankment body, and a water introduction hole communicating with both the water relaxation chamber and the inside of the port is provided on a rear wall or a floor surface of the water retardation chamber; A seawater exchange type breakwater characterized by providing a hood-like cover at the outlet of the hole for causing seawater to drift downward.
JP2001113530A 2000-07-07 2001-04-12 Seawater replaceable breakwater Pending JP2002275856A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001113530A JP2002275856A (en) 2000-07-07 2001-04-12 Seawater replaceable breakwater

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
JP2000206185 2000-07-07
JP2000-206185 2001-01-15
JP2001-5930 2001-01-15
JP2001005930 2001-01-15
JP2001113530A JP2002275856A (en) 2000-07-07 2001-04-12 Seawater replaceable breakwater

Publications (1)

Publication Number Publication Date
JP2002275856A true JP2002275856A (en) 2002-09-25

Family

ID=27343979

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001113530A Pending JP2002275856A (en) 2000-07-07 2001-04-12 Seawater replaceable breakwater

Country Status (1)

Country Link
JP (1) JP2002275856A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102041798B (en) * 2009-10-15 2013-02-13 赵彦杰 A series of anti-wave design for seaports or harbours
US9075822B2 (en) 2011-02-11 2015-07-07 Here Global B.V. Incremental testing of a navigation database

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5663191A (en) * 1979-10-24 1981-05-29 Hitachi Ltd Noise reducing device of water dropping tube
JPS5671485U (en) * 1979-11-07 1981-06-12
JPH0931937A (en) * 1995-07-24 1997-02-04 Nkk Corp Breakwater having seawater exchange function
JP2000038714A (en) * 1998-07-22 2000-02-08 Okumura Corp Breakwater
JP2000064243A (en) * 1998-08-18 2000-02-29 Kubota Corp Seawater exchange method for confined water area

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5663191A (en) * 1979-10-24 1981-05-29 Hitachi Ltd Noise reducing device of water dropping tube
JPS5671485U (en) * 1979-11-07 1981-06-12
JPH0931937A (en) * 1995-07-24 1997-02-04 Nkk Corp Breakwater having seawater exchange function
JP2000038714A (en) * 1998-07-22 2000-02-08 Okumura Corp Breakwater
JP2000064243A (en) * 1998-08-18 2000-02-29 Kubota Corp Seawater exchange method for confined water area

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102041798B (en) * 2009-10-15 2013-02-13 赵彦杰 A series of anti-wave design for seaports or harbours
US9075822B2 (en) 2011-02-11 2015-07-07 Here Global B.V. Incremental testing of a navigation database

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