JP2524211B2 - Seawater AC device - Google Patents

Seawater AC device

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Publication number
JP2524211B2
JP2524211B2 JP1024393A JP2439389A JP2524211B2 JP 2524211 B2 JP2524211 B2 JP 2524211B2 JP 1024393 A JP1024393 A JP 1024393A JP 2439389 A JP2439389 A JP 2439389A JP 2524211 B2 JP2524211 B2 JP 2524211B2
Authority
JP
Japan
Prior art keywords
seawater
water
open sea
chamber
open
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 - Lifetime
Application number
JP1024393A
Other languages
Japanese (ja)
Other versions
JPH02204516A (en
Inventor
明 志岐
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP1024393A priority Critical patent/JP2524211B2/en
Publication of JPH02204516A publication Critical patent/JPH02204516A/en
Application granted granted Critical
Publication of JP2524211B2 publication Critical patent/JP2524211B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、港湾、漁港等に設置する外海と港内の海水
を交流する装置に関する。
TECHNICAL FIELD The present invention relates to a device for exchanging seawater in the harbor, a fishing port, and the like with the open sea.

〔従来の技術〕[Conventional technology]

かかる海水交流装置のうち、電力などの動力を用いな
いものとして潮流や波を利用するものがあり、これは、
外海と港内との境界に構造物を設置してこれにより海水
の流れの向きを変えたり、砕波を促進して外海水の導入
量を増加させるようにしている。
Among such seawater AC devices, there are those that use tidal currents and waves as those that do not use power such as electric power.
A structure is installed at the boundary between the open sea and the harbor to change the direction of seawater flow, promote wave breaking, and increase the amount of open seawater introduced.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

このように外海と港内との境界に構造物を設置する方
法では、地形の制約を受け、特に閉鎖性の湾では、海水
の交流は湾口部だけに限られてしまい、充分な海水交流
が困難で、その結果、夏場には湾内底層に無酸素水塊が
発生し、風によってこれが浮上すると青潮となって湾内
の生態系が破壊されるなどの被害発生のおそれもある。
In this way, the method of installing structures at the boundary between the open sea and the harbor is subject to topographical restrictions, and especially in closed bays, the exchange of seawater is limited to only the mouth of the bay, making it difficult to achieve sufficient seawater exchange. As a result, oxygen-free water mass is generated in the bottom layer of the bay in the summer, and when it rises due to the wind, it causes blue tide and may damage the ecosystem in the bay.

本発明の目的は上記従来例の不都合を解消し、湾口部
だけに限られない任意の広い範囲で自由に海水交流が行
え、しかも港湾の外部施設である防波堤を利用した構造
も簡単な海水交流装置を提供することにある。
The object of the present invention is to solve the inconvenience of the above-mentioned conventional example, and to freely perform seawater exchange in an arbitrary wide range not limited to the mouth of a bay, and also a simple structure using a breakwater which is an external facility of a port. To provide a device.

〔課題を解決するための手段〕 本発明は前記目的を達成するため、連通する2つの空
気室を上部に有するケーソンを、一方の空気室を外海側
に、他方の空気室を港内側に位置させて海底に設置し、
外海側の空気室下方に海水取入用の開口を形成し、港内
側の空気室下方にそれぞれ外海と港内とに連通する通水
管の端部を開口し、これら通水管の管端に逆止弁を設け
たことを要旨とするものである。
[Means for Solving the Problems] In order to achieve the above-mentioned object, the present invention has a caisson having two communicating air chambers in the upper part, one air chamber is located on the open sea side, and the other air chamber is located inside the port. Let's set it on the sea floor,
An opening for seawater intake is formed below the air chamber on the outside sea side, and the ends of the water pipes that communicate with the open sea and the inside of the port are opened below the air chamber inside the port, and check pipes are connected to these pipe ends. The gist is that a valve is provided.

〔作用〕[Action]

本発明によれば、波の上昇時に海水が開口からケーソ
ン内に流入すると、空気室内の圧力が変化し、これによ
り港内側のケーソン内の海水が外海に押出され、波の下
降時には港内の海水が港内側のケーソン内に取入れられ
る。また、潮位差によって港内側が外海側より水位が高
い時も、港内の海水が港内側のケーソン内に取入れられ
港内側のケーソン内の海水が外海へと排出される。
According to the present invention, when seawater flows into the caisson from the opening when the wave rises, the pressure in the air chamber changes, whereby the seawater inside the caisson inside the port is pushed to the outside sea, and when the wave descends, the seawater inside the port Is taken into the caisson inside the port. Even when the water level inside the harbor is higher than that on the open sea side due to the difference in tide level, the seawater inside the harbor is taken into the caisson inside the harbor and the seawater inside the caisson inside the harbor is discharged to the open sea.

〔実施例〕〔Example〕

以下、図面について本発明の実施例を詳細に説明す
る。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図は本発明の海水交流装置の実施例を示す縦断正
面図面で、図中1はケーソンを示し、該ケーソン1は内
部を仕切壁2で室3と室4とに分離し、両室3,4の上部
には互いに連通する空気室3a,4aを形成した。
FIG. 1 is a vertical front view showing an embodiment of the seawater AC device of the present invention, in which 1 denotes a caisson, the inside of which is divided by a partition wall 2 into a chamber 3 and a chamber 4, Air chambers 3a, 4a communicating with each other were formed in the upper portions of 3,4.

一方の室3を外海側に位置させ、他方の室4を港内側
に位置させて、室3に外海の海水水出入用の開口5を設
け、室4には港内に一端を開口した取水用の通水管6の
他端を開口して、この管端に室4側にのみ開く逆止弁7a
を設けるとともに、外海に一端を開口した送水用の通水
管8の他端を開口して、この管端に外海側にのみ開く逆
止弁7bを設ける。
One chamber 3 is located on the open sea side, and the other chamber 4 is located inside the harbor, and the room 3 is provided with an opening 5 for the entry and exit of seawater from the open sea, and the chamber 4 is for intake with one end open to the harbor. Check valve 7a that opens the other end of the water pipe 6 and opens only to the chamber 4 side at this pipe end
In addition to the above, the other end of the water supply water pipe 8 having one end open to the open sea is opened, and a check valve 7b that opens only on the open sea side is provided at this pipe end.

この逆止弁7a,7bの構造としては、管路内流速が低流
速であっても動作するよう、第2図に示すように、軽量
でリフト量の少ない、管断面内に多数の弁を有するマル
チ弁タイプのものを使用するとよく、また、海底層のゴ
ミ等が巻込まれても機能するようゴムなどで被覆したボ
ール弁10を使用した。
As the structure of the check valves 7a and 7b, as shown in FIG. 2, a large number of valves are provided in the cross section of the pipe that are lightweight and have a small lift amount so that they can operate even if the flow velocity in the pipe is low. It is preferable to use a multi-valve type that is also provided, and the ball valve 10 that is covered with rubber or the like so as to function even when dust or the like in the seabed layer is caught.

図中9は、耐波、耐震のための増重量用の中詰砂を示
す。
Reference numeral 9 in the figure indicates a filling sand for weight increase for wave and earthquake resistance.

次に動作について説明する。 Next, the operation will be described.

波が上昇して外海の波浪がケーソン1に押し寄せる
と、開口5から室3内に海水が流入し室3内の水位が上
昇する。その結果、空気室3a内の容積が減少し、ここに
加わった圧力は空気室4aへと伝わり、空気室4aの内圧力
が増加し、室4の水面が加圧される。
When the waves rise and the waves of the open sea rush to the caisson 1, seawater flows into the chamber 3 through the opening 5 and the water level in the chamber 3 rises. As a result, the volume in the air chamber 3a decreases, the pressure applied there is transmitted to the air chamber 4a, the internal pressure in the air chamber 4a increases, and the water surface of the chamber 4 is pressurized.

これにより、室4内に開口している送水用の通水管8
の逆止弁7bが押し開かれて、室4内の海水が逆水用の通
水管8を通って外海へと排水される。
As a result, the water pipe 8 for water supply that is open in the chamber 4
The check valve 7b is pushed open and the seawater in the chamber 4 is discharged to the open sea through the water pipe 8 for reverse water.

次に、波が下降すると、室3内の水位が下がり、空気
室4aの内圧力が低下するので、取水用の通水管6の逆止
弁7aが開いて港内側の海水が室4内に取入れられる。
Next, when the wave descends, the water level in the chamber 3 drops and the internal pressure in the air chamber 4a drops, so the check valve 7a of the water intake pipe 6 opens and seawater inside the port enters the chamber 4. Incorporated.

このようにして波の上昇、下降にともない、波エネル
ギーによってケーソン1内に港内側の海水が取入れら
れ、次いでこの海水が外海側へと排水される。
In this way, as the waves rise and fall, the seawater inside the port is taken into the caisson 1 by the wave energy, and this seawater is then drained to the open sea side.

また、潮位により、港内側が外海側よりも水位が高い
場合は、潮位差によって弁7aが押し開かれて港内側の海
水が取水用の通水管6を通って室4内に流入する。そし
て、室4内の水位が上昇すると水圧により弁7bが押し開
かれ送水用の通水管8を通って室4内の港内の海水が外
海へと排出される。
Further, when the water level inside the port is higher than that on the open sea side due to the tide level, the valve 7a is pushed open due to the tide level difference, and seawater inside the port flows into the chamber 4 through the water intake pipe 6 for intake. Then, when the water level in the chamber 4 rises, the valve 7b is pushed open by the water pressure, and the seawater in the port in the chamber 4 is discharged to the open sea through the water pipe 8 for water supply.

このようにして、潮位差によっても湾内の海水がケー
ソン1に取入れられ、次いで外海へと排水される。
In this way, seawater in the bay is taken into the caisson 1 due to the tide difference and then drained to the open sea.

ここで計算により海水交流量について試算する。 Here, the amount of seawater exchange is estimated by calculation.

波高1mとすると、空気室(3a)の水位±0.5m上下 空気室圧力 0.05気圧上昇および下降 (体積 19/20〜21/20) 通水管(6)(8) φ300m/m l=200m Δh=0.5m(ヘッド差),f′=20(入口、曲り、弁ロ
ス) f=0.027 f=17.8とすると V=0.113m/s Q=8.0×10-3m3/s(690m3/day) が管1本当たりの流量となる。
If the wave height is 1 m, the water level in the air chamber (3a) is ± 0.5 m, and the pressure in the upper and lower air chambers is 0.05 atmospheric pressure rise and fall (volume 19/20 to 21/20) Water pipes (6) (8) φ300 m / m l = 200 m Δh = 0.5m (head difference), f ′ = 20 (inlet, bend, valve loss) f = 0.027 f = 17.8 V = 0.113m / s Q = 8.0 × 10 −3 m 3 / s (690m 3 / (day) is the flow rate per pipe.

次に本発明の使用例を第3図について説明すると、取
水用の通水管6の取水側の管端を湾内の海底の底層部に
臨ませ、送水用の通水管8の排水側の管端を外海の水面
近くに臨ませる。
Next, the use example of the present invention will be explained with reference to FIG. 3. The water intake side pipe end of the water intake pipe 6 is made to face the bottom layer of the seabed in the bay, and the drainage side pipe end of the water supply water pipe 8 is provided. Face near the surface of the open sea.

これにより、富栄養化した湾内は、夏期には表面水が
高温低密度になるため、海水の上下の混合が行われにく
くなり、海底の底層部、特に凹地に無酸素水塊が発生し
青潮の原因になっているが、海底の凹地内の無酸素水塊
を外海に排出することができ、青潮災害の発生を防げ
る。また、排出水は外海の水面近くに散布することで、
曝気でき外海の態生態系へ悪影響を及ぼすおそれはほと
んどない。
Due to this, in the eutrophied bay, the surface water becomes hot and low density in summer, so it is difficult to mix seawater up and down, and oxygen-free water mass is generated in the bottom layer of the seabed, especially in the depression, causing blue water. Although it causes the tide, the oxygen-free water mass in the depression of the seabed can be discharged to the open sea, preventing the occurrence of the blue tide disaster. Also, by discharging the discharged water near the surface of the open sea,
There is little risk of aeration and adverse effects on the open sea ecosystem.

さらに他の使用例として第4図に示すように、第1図
に示した逆止弁7a,7bの弁開方向を逆にすることで、外
海の海水を湾内に取入れることもでき、外海深層の栄養
塩に富む海水を湾内に導入して水産資源の育成に役立て
ることも可能となる。
As another example of use, as shown in FIG. 4, by reversing the valve opening directions of the check valves 7a and 7b shown in FIG. 1, the seawater of the open sea can be taken into the bay. It is also possible to introduce deep-sea nutrient-rich seawater into the bay and utilize it for the cultivation of marine resources.

〔発明の効果〕〔The invention's effect〕

以上述べたように本発明の海水交流装置は、波や潮位
差によって生じる外海と湾内の水位差を利用して外海と
湾内の任意の2地点間で海水の移動が行え、設置場所の
制約がなく、青潮の発生を防止できるなど利用範囲の大
きいものである。
As described above, the seawater exchange device of the present invention can move seawater between any two points in the open sea and the bay by utilizing the difference in water level between the open sea and the bay caused by the difference in waves and tidal level, and the installation place is restricted. It has a wide range of uses, such as the prevention of blue tide.

また、構造も簡単で消波構造物としても用いることが
できるものである。
Moreover, the structure is simple and can be used as a wave-dissipating structure.

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

第1図は本発明の海水交流装置の1実施例を示す縦断正
面図、第2図は逆止弁の平面図、第3図は使用例を示す
説明図、第4図は他の使用例を示す説明図である。 1…ケーソン、2…仕切壁 3,4…室、3a,4a…空気室 5…開口、6,8…通水管 7a,7b…逆止弁、9…中詰砂 10…ボール弁
FIG. 1 is a vertical sectional front view showing one embodiment of a seawater AC device of the present invention, FIG. 2 is a plan view of a check valve, FIG. 3 is an explanatory view showing a usage example, and FIG. 4 is another usage example. FIG. 1 ... Caisson, 2 ... Partition wall 3,4 ... Chamber, 3a, 4a ... Air chamber 5 ... Opening, 6,8 ... Water pipe 7a, 7b ... Check valve, 9 ... Filling sand 10 ... Ball valve

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】連通する2つの空気室を上部に有するケー
ソンを、一方の空気室を外海側に、他方の空気室を港内
側に位置させて海底に設置し、外海側の空気室下方に海
水取入用の開口を形成し、港内側の空気室下方にそれぞ
れ外海と港内とに連通する通水管の端部を開口し、これ
ら通水管の管端に逆止弁を設けたことを特徴とする海水
交流装置。
1. A caisson having two communicating air chambers at the top is installed on the seabed with one air chamber on the open sea side and the other air chamber inside the harbor, and below the open air chamber on the open sea side. A feature is that an opening for seawater intake is formed, the end of the water pipe that communicates with the open sea and the inside of the port is opened below the air chamber inside the port, and a check valve is provided at the pipe end of these water pipes. Seawater AC device.
JP1024393A 1989-02-02 1989-02-02 Seawater AC device Expired - Lifetime JP2524211B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1024393A JP2524211B2 (en) 1989-02-02 1989-02-02 Seawater AC device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1024393A JP2524211B2 (en) 1989-02-02 1989-02-02 Seawater AC device

Publications (2)

Publication Number Publication Date
JPH02204516A JPH02204516A (en) 1990-08-14
JP2524211B2 true JP2524211B2 (en) 1996-08-14

Family

ID=12136923

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1024393A Expired - Lifetime JP2524211B2 (en) 1989-02-02 1989-02-02 Seawater AC device

Country Status (1)

Country Link
JP (1) JP2524211B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2655391B2 (en) 1994-01-18 1997-09-17 晴保 木村 Tidal dams and methods for preventing deoxygenation of seawater in bay bays using tidal dams

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04319109A (en) * 1991-04-17 1992-11-10 Tokuden Cosmo Kk Sea water-clarifying device
KR100414350B1 (en) * 2000-12-29 2004-01-07 한국해양연구원 A structure for seawater exchange using a resonant basin

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2655391B2 (en) 1994-01-18 1997-09-17 晴保 木村 Tidal dams and methods for preventing deoxygenation of seawater in bay bays using tidal dams

Also Published As

Publication number Publication date
JPH02204516A (en) 1990-08-14

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