JPS6128497A - Apparatus for injecting air in water and bottom of water - Google Patents
Apparatus for injecting air in water and bottom of waterInfo
- Publication number
- JPS6128497A JPS6128497A JP15107784A JP15107784A JPS6128497A JP S6128497 A JPS6128497 A JP S6128497A JP 15107784 A JP15107784 A JP 15107784A JP 15107784 A JP15107784 A JP 15107784A JP S6128497 A JPS6128497 A JP S6128497A
- Authority
- JP
- Japan
- Prior art keywords
- water
- air
- convergence
- side wall
- tank
- 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 title claims description 60
- 238000002347 injection Methods 0.000 claims description 6
- 239000007924 injection Substances 0.000 claims description 6
- 241000251468 Actinopterygii Species 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 2
- 239000013535 sea water Substances 0.000 abstract description 8
- 239000000126 substance Substances 0.000 abstract description 5
- 238000009825 accumulation Methods 0.000 abstract description 3
- 238000006243 chemical reaction Methods 0.000 abstract description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 abstract description 2
- 239000001301 oxygen Substances 0.000 abstract description 2
- 229910052760 oxygen Inorganic materials 0.000 abstract description 2
- 230000004913 activation Effects 0.000 abstract 1
- 230000002093 peripheral effect Effects 0.000 abstract 1
- 239000010802 sludge Substances 0.000 description 8
- 238000009360 aquaculture Methods 0.000 description 7
- 244000144974 aquaculture Species 0.000 description 7
- 230000000694 effects Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000002344 surface layer Substances 0.000 description 3
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000000354 decomposition reaction Methods 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 230000001364 causal effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 230000003211 malignant effect Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000008213 purified water Substances 0.000 description 1
- 239000002352 surface water 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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/30—Energy from the sea, e.g. using wave energy or salinity gradient
-
- 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
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
Description
【発明の詳細な説明】
[1)発明の目的
(産業上の利用分野)
この発明は、海、湖そして河川における水中・水底を浄
化する分野において利用され、特に水中・水底に常時空
気を注入することにより水を活性化させて浄化せしめる
こととした水中・水底への空気注入装置に関する。[Detailed Description of the Invention] [1] Purpose of the Invention (Field of Industrial Application) This invention is used in the field of purifying underwater/water bottoms in seas, lakes, and rivers, and is particularly applicable to the field of purifying underwater/water bottoms by constantly injecting air into the water/water bottom. This invention relates to an apparatus for injecting air into the water or the bottom of the water, which activates and purifies water by doing so.
(従来の技術)
近来、海、湖そして河川においてその汚染が進行し大き
な問題となっている。(Prior Art) In recent years, pollution of oceans, lakes, and rivers has progressed and become a major problem.
特に、現在の小割養殖施設・筏式養殖施設の海底面は、
給餌残滓の堆積のため、海底表層の腐敗・有機化による
アンモニアガスの発生、プランクトンの異常発生、生態
系の変化となり、また各種施設の構造上の問題から静水
面を選ぶ傾向から海水の交換不活発、海水の自己浄化力
劣化となり、海、底表層と水質の変化という、養殖業の
自殺行為ともいえる因果関係に陥っている。In particular, the seabed surface of current small-scale aquaculture facilities and raft-type aquaculture facilities is
Due to the accumulation of feeding residue, ammonia gas is generated due to decomposition and organicization of the seafloor surface layer, abnormal occurrence of plankton, and changes in the ecosystem.Also, due to structural problems of various facilities, the tendency to choose still water surface makes it difficult to exchange seawater. As a result, the self-purifying ability of the seawater has deteriorated, and the quality of the ocean, bottom surface layer, and water have changed, resulting in a causal relationship that could be described as suicidal for the aquaculture industry.
この対策については、すでに各種提案がなされてきた。Various proposals have already been made regarding this countermeasure.
養殖業の当該海域での停止、設備・施設の移動による海
域の一時停止、海底表層の除去・攪拌等が一部で採用さ
れてきたが、業者の櫓益、経済上の問題があり、これら
各種現案は必ずしも成果を挙げているとは言えない。Some methods have been adopted, such as suspending aquaculture in the relevant sea area, temporarily suspending the sea area by moving equipment and facilities, and removing and agitating the seabed surface layer, but there are economic problems and the profit of the operators. It cannot be said that various current proposals are necessarily producing results.
しかし現在の養殖業或いは増養殖業の将来の国家的要請
を考慮する場合、このまま放置することはできず、これ
らの対策について合理的な対策の確立が強く望まれてい
る。However, when considering future national requirements for the current aquaculture industry or aquaculture industry, it is impossible to leave things as they are, and there is a strong desire to establish rational countermeasures.
(発明が解決しようとする問題点)
本発明は、上記問題を簡単かつ経済的に根(啼
本釣に解決するものであり、水面上の表面波の運動を利
用し、随時圧縮空気を得、これを蓄積し、海水中または
海底堆積泥中に放出し、空気中の酸素他の作用で海水の
活性化、海底堆積物の化学反応の促進を計り、過多給餌
による餌料の海底堆積による悪性物質の発生の防止をす
る水中・水底への空気注入装置を提供する。(Problems to be Solved by the Invention) The present invention solves the above-mentioned problems easily and economically. This is accumulated and released into seawater or seabed mud, which activates the seawater through the action of oxygen and other substances in the air and promotes chemical reactions in the seabed sediment. To provide a device for injecting air into the water/bottom of the water that prevents the generation of substances.
(2)発明の構成
(問題点を解決するための手段)
本発明の水中・水底への空気注入装置は、波の進行方向
に対して直角成分をもって水面上に浮いて設定された収
斂堤を備えている。(2) Structure of the Invention (Means for Solving Problems) The underwater/waterbed air injection device of the present invention has a convergence bank set floating on the water surface with a component perpendicular to the direction of wave propagation. We are prepared.
該収斂堤は後述する構造になるものであるが、波の進行
に対して直角に一つだけ設置されても、あるいはV字型
(波の進行方向に末つぼまり型)に波を迎え入れるよう
に二つ設置してもよい。The convergence levee has the structure described below, but even if only one is installed perpendicular to the wave progression, or it can be installed in a V-shape (converging at the end in the direction of wave travel) to welcome the waves. You may install two.
収斂堤は水面上に長く延びる箱型をなしていて、下面が
開口され、内部は複数の小室に区分されている。この収
斂堤の周囲の側壁は波高より高く設定されていて、波が
到来しても小室内の水面上の空間は上記開口を通じて大
気と連通ずることはない。また、周囲側壁のうち波の進
行方向前方側の前部側壁は、これと対向する後部側壁よ
り長く垂下していて、後部側壁下を通過して進行する波
動は前部側壁にて受は止められるようになっている。The convergence levee is box-shaped, extending long above the water surface, and is open at the bottom, with the interior divided into multiple chambers. The side walls around this convergence levee are set higher than the wave height, so that even when waves arrive, the space above the water surface inside the chamber does not communicate with the atmosphere through the opening. In addition, the front side wall of the surrounding side wall on the forward side in the direction of wave propagation hangs down longer than the rear side wall facing it, and the waves passing under the rear side wall are not received by the front side wall. It is now possible to
収斂堤がV字型に設定されている場合には、波が収斂堤
に当たり進行するにつれてその波動は大きくなるので、
上記前部側壁は前方に行くにつれて垂下長さが大きくな
っていることが好ましい。またこのV字型収斂堤にあっ
ては、そのV字状の角度を可変として、最適角に設定し
て波の進行と共に効果的に波が集中されるようにするこ
とがより好ましい。さらに、上記V字型収斂堤で波が反
射した際、逆行しないようにするために上記角度を60
”〜906にするのがよい。When the convergence levee is set in a V-shape, the wave motion becomes larger as the waves hit the convergence levee and progress.
Preferably, the front side wall has a drooping length that increases as it goes forward. Further, in this V-shaped convergence levee, it is more preferable that the angle of the V-shape is made variable and set to an optimum angle so that waves are effectively concentrated as the waves advance. Furthermore, in order to prevent the waves from going backwards when reflected by the V-shaped convergence levee, the angle is set at 60°.
”~906 is recommended.
収斂堤の各小室の上部には、該小室の上部空間で波によ
り圧縮される空気を取り出す排出口が設けられ、各排出
口は一定圧で作動する逆止弁を介して、上記圧縮空気を
蓄積するタンクに接続されている。また上記各小室の上
部には、他の逆止弁を介して大気を小室内に取り入れる
大気吸入口が設けられている。A discharge port is provided at the top of each chamber of the convergence levee to take out the air compressed by waves in the upper space of the chamber, and each discharge port discharges the compressed air through a check valve that operates at a constant pressure. Connected to an accumulating tank. Furthermore, an air inlet port is provided at the top of each of the small chambers to introduce the atmosphere into the small chamber via another check valve.
タンクには気送管が接続されている。該気送管は、水中
・水底に空気を注入するためのもので、設定深さまで垂
下しており、先端部に空気吹出口が設けられている。、
該空気吹出口は、気送管の先端から一定領域に分布する
分枝管を延長し、この分枝管に広域にわたって多数個所
に設けられることが好ましい。A pneumatic pipe is connected to the tank. The pneumatic pipe is for injecting air into the water or the bottom of the water, and it hangs down to a set depth, and has an air outlet at its tip. ,
It is preferable that the air outlet extends from the tip of the pneumatic pipe to a branch pipe distributed in a certain area, and is provided in a large number of locations in this branch pipe over a wide area.
また本発明は、上記構成に加え必要に応じて、汚泥を吸
い上げる吸上管を設けることができる。該吸上管は上記
タンク内の圧縮空気の一部により駆動されるポンプに接
続されており、その下端の吸上口は所定の水中深さに位
置している。該吸上口も、上述の空気吹出口と同様に、
所定領域に分布せしめてその吸上げ効率を向上すること
が望ましい。In addition to the above-described configuration, the present invention can also include a suction pipe for sucking up sludge, if necessary. The suction pipe is connected to a pump driven by a portion of the compressed air in the tank, and the suction port at its lower end is located at a predetermined underwater depth. The suction port also has the same function as the air outlet described above.
It is desirable to improve the wicking efficiency by distributing it in a predetermined area.
(作用)
次に本発明装置においてどのようにして空気が水中・水
底に注入されるかについて説明する。(Function) Next, how air is injected into the water/water bottom in the device of the present invention will be explained.
水面上に浮く収斂堤に波が到来すると、収斂堤の前部側
壁にて波動は受は止められ、収斂堤の各小室の空間内の
空気は上昇する波面(水面)によって圧縮される。各小
室は波の高さにより、それぞれ圧縮度合は異なるが一定
圧以上に圧縮された小室内の空気は逆止弁を通してタン
ク内に送り込まれる。次に波面が降下する際には、小室
内は負圧となるため該小室に設けられた吸入口から、他
の逆止弁を通して新たに大気が小室へ吸入せられる。When waves arrive at the convergence levee floating on the water surface, the waves are stopped by the front side wall of the convergence levee, and the air in the spaces of each chamber of the convergence levee is compressed by the rising wave surface (water surface). The degree of compression in each chamber varies depending on the height of the waves, but the air in the chambers is compressed to a certain pressure or higher and sent into the tank through a check valve. Next, when the wave front descends, the pressure inside the small chamber becomes negative, so that air is newly sucked into the small chamber from the suction port provided in the small chamber through another check valve.
タンク内に導かれた圧縮空気は、例えばレギュレータを
通して一定圧のもとに気送管に送り出され、水中・水底
に分布された空気吹出口より吹き出される。The compressed air introduced into the tank is sent to a pneumatic pipe under constant pressure through, for example, a regulator, and is blown out from air outlets distributed underwater and at the bottom of the water.
この吹き出された空気が、水中にあって水の活性化ある
いは水底堆積層での化学反応を促進して、水の浄化を達
成すると共に悪性物質の発生を防止する。This blown air activates the water in the water or promotes chemical reactions in the bottom sediment layer, purifying the water and preventing the generation of malignant substances.
さらには吸上管を備えている場合には、該吸上管の接続
されているポンプがタンク内の圧縮空気の一部で駆動さ
れ、吸上管を通じて水中の汚泥を吸−い上げて上記浄化
作用をより効果的にする。そして該汚泥はフィルタ装置
を通して凝縮して搬出され、浄化された水は水面に戻さ
れる。Furthermore, if a suction pipe is provided, a pump connected to the suction pipe is driven by a portion of the compressed air in the tank, and sucks up sludge from the water through the suction pipe. Makes the purification effect more effective. The sludge is then condensed and discharged through a filter device, and the purified water is returned to the surface.
(実施例) 以下、図面に示す実施例について説明する。(Example) The embodiments shown in the drawings will be described below.
第1図は本発明装置を生簀に応用した場合の第一実施例
を示す斜視図である。なお第2図は第1図装置の系統図
である。FIG. 1 is a perspective view showing a first embodiment in which the device of the present invention is applied to a fish preserve. Incidentally, FIG. 2 is a system diagram of the apparatus shown in FIG. 1.
図中、1,1は、ワイヤ等19.19で牽引されて波の
進行方向Aに一定角θをもって開いて(上記方向Aに末
つぼまりに)水面上に浮いて設定されている一対の側収
斂堤である。双方の側収斂堤1.1は波の進行前方の端
部で間隔りを保って設定されており、該間隔りの前方部
には生簀6が配設されている。In the figure, 1 and 1 are a pair of wires, etc. 19. 19 that are pulled by a wire or the like and set open at a certain angle θ in the direction of wave propagation A (to end in the direction A) floating on the water surface. It is a side convergence levee. Both side convergence banks 1.1 are set apart from each other at the ends in front of the waves, and a fish cage 6 is arranged in front of the interval.
上記双方の側収斂堤1,1は全く同様に構成されている
。Both side convergence banks 1, 1 are constructed in exactly the same way.
側収斂堤1は、第4ないし6図にその詳細が示されてい
るように、水面上で長く延びる箱型をなしていて、下面
1)は下方に開口されていて、内部は区画壁12a、
12b、・・・によって小室13a、 13b、・・・
に区分されている。この収斂堤の天井壁14の周囲に垂
下する側壁の垂下長さは少なくとも波高より大きく設定
されている。As shown in detail in FIGS. 4 to 6, the side convergence levee 1 has a box shape that extends long above the water surface, the lower surface 1) is open downward, and the interior is surrounded by a partition wall 12a. ,
12b, . . . by small chambers 13a, 13b, . . .
It is divided into The hanging length of the side wall hanging around the ceiling wall 14 of this convergence levee is set to be at least larger than the wave height.
波の進行方向前方の前部側壁16の垂下長さHはこれと
対向する後部側壁15の垂下長さhよりも長くなってい
る(第6図参照)。しかも上記垂下長さHは波の進行方
向前方(すなわち第1図では生簀側)に行くにしたがっ
て大きく設定されている。The hanging length H of the front side wall 16 in the forward direction of wave propagation is longer than the hanging length H of the rear side wall 15 facing it (see FIG. 6). Furthermore, the hanging length H is set to increase as it goes forward in the direction of wave propagation (that is, toward the fish tank in FIG. 1).
側壁の外面には、収斂堤を浮かせるための浮き17が取
りつけられている。A float 17 for floating the convergence bank is attached to the outer surface of the side wall.
各小室の上壁14には小室内で圧縮された空気圧を取り
出すための排出口21a、 21b、・・・が設けられ
、該排出口21a、 21b、・・・には排出管22a
、 22b、・・・が接続され、一定圧で作動する逆止
弁23a、 23b、・・・を介してタンク24に到っ
ている(第2図参照)。The upper wall 14 of each small chamber is provided with exhaust ports 21a, 21b, .
, 22b, . . . are connected to the tank 24 via check valves 23a, 23b, .
また各小室の上壁14には、大気を該小室に取り入れる
ための吸入口25a、 25b、・・・が設けられ、そ
こには大気圧以下で作動する他の逆止弁26a、 26
bが取りつけられている。Further, the upper wall 14 of each small chamber is provided with suction ports 25a, 25b, .
b is attached.
タンク24には、第1図及び第2図に示されるごとく、
水中の一定深さまで垂下された気送管30が接続され、
該気送管3の最深部には所定領域で水平に張り出す複数
の分枝管31゜31、・・・が接続されている。該分校
管31には、適宜分布した多数個所に空気吹出口32.
32゜・・・が設けられている。In the tank 24, as shown in FIGS. 1 and 2,
A pneumatic pipe 30 suspended to a certain depth underwater is connected,
Connected to the deepest part of the pneumatic pipe 3 are a plurality of branch pipes 31, 31, . . . that extend horizontally in a predetermined area. The branch pipe 31 has air outlets 32 at multiple locations appropriately distributed.
32°... is provided.
一方上記タンク24には、該タンク24内の圧縮空気の
一部で駆動される吸上げ用のポンプ4が取付けられてい
る。該ポンプ4には水中の汚泥域にまで垂下する吸上管
40が接続され、該吸上管40も最深部で水平に延びる
複数の分校管4L 41.・・・を有し、そこには多数
の吸上口42.42.・・・が設けられている。上記ポ
ンプ4にはフィルタ装置45が設けられ、濾過された水
を水面に戻す帰還口46と凝縮された汚泥を移送する搬
出口47とを備えている。On the other hand, a suction pump 4 that is driven by a portion of the compressed air in the tank 24 is attached to the tank 24 . A suction pipe 40 that hangs down to the sludge area in the water is connected to the pump 4, and the suction pipe 40 also has a plurality of branch pipes 4L extending horizontally at the deepest part.41. ..., which has a large number of suction ports 42.42. ...is provided. The pump 4 is provided with a filter device 45, and has a return port 46 for returning filtered water to the water surface and a discharge port 47 for transferring condensed sludge.
上述のごとくの装置に第1図のように波が到来すると、
波は側収斂堤L 1でそのエネルギが吸収された後そし
て一部は直接生簀6に達する。When waves arrive at the device described above as shown in Figure 1,
After the energy of the wave is absorbed by the side converging bank L1, a part of the wave directly reaches the fish tank 6.
側収斂堤1に到来した波は、該収斂堤1.1の間隔が末
つぼまりになっているために、進行するにつれて高くな
る。上記波動は、側収斂堤1の後部側壁15の下を通過
して長く垂下する前部側壁16に到達し、ここで受は止
められるため小室内13a、 、、13b、・・・内で
上下運動を起こす。この上下運動は波の進行方向前方の
小室内程大きくなる。この上下運動により波面(水面)
は上下動し、上昇時に小室内の空気を圧縮して高圧化し
、下降時に負圧化する。The waves arriving at the side convergence levees 1 become higher as they advance because the intervals between the convergence levees 1.1 are narrower. The above-mentioned waves pass under the rear side wall 15 of the side convergent levee 1 and reach the long hanging front side wall 16, where the reception is stopped, so that the waves move upward and downward within the small chambers 13a, , 13b, . . . Get some exercise. This vertical movement becomes larger as the chamber moves forward in the direction of wave propagation. This vertical movement causes the wave surface (water surface) to
moves up and down, compressing the air in the small chamber to create high pressure when rising, and creating negative pressure when falling.
かくして圧縮された空気は排出口21a、 21b・・
・から排出管22a、 22b、・・・を通り、逆止弁
23a。The air compressed in this way is discharged from the exhaust ports 21a, 21b...
・From the discharge pipes 22a, 22b, . . . to the check valve 23a.
23b、・・・を経てタンク24内に蓄圧される。また
負圧時には、他の逆止弁2.6a、 26b、・・・を
経て、新たに大気を小室13a、 13b、・・・内に
吸引し次の圧縮工程に備える。The pressure is accumulated in the tank 24 via 23b, . When the pressure is negative, air is newly drawn into the small chambers 13a, 13b, . . . through other check valves 2.6a, 26b, . . . in preparation for the next compression process.
タンク24内の圧縮空気は気送管30を経て水中・水底
に送られ、空気吹出口32.32.・・・より吹出され
、該空気により水の活性化がなされる。The compressed air in the tank 24 is sent to the water/bottom via the pneumatic pipe 30, and the air outlet 32.32. ...is blown out, and the water is activated by the air.
一方ポンブ4は、タンク24内の圧縮空気の一部により
駆動され、該ポンプに接続されている吸上管40の吸上
口42.42.・・・から汚泥が吸い上げられる。汚泥
はフィルタ装置45で凝縮された後、搬出口47より搬
出され、濾過された水は帰還口46より水面に戻される
。On the other hand, the pump 4 is driven by a portion of the compressed air in the tank 24, and the suction ports 42, 42. Sludge is sucked up from... After the sludge is condensed in the filter device 45, it is carried out through the discharge port 47, and the filtered water is returned to the water surface through the return port 46.
第3図には第二の実施例が示されている。A second embodiment is shown in FIG.
本実施例では、両方の側収斂堤】、1は中央収斂堤5で
接続されてい名。該中央収斂堤5は、基本的には前実施
例で説明した側収斂堤1と同じ構造である。相違点は、
前部側壁が中央収斂堤の全長にわたり側収斂堤の前部側
壁の最長部の垂下長さで設定されていることである。In this embodiment, both side convergent levees 1 are connected by a central convergent levee 5. The central convergence bank 5 basically has the same structure as the side convergence bank 1 described in the previous embodiment. The difference is
The front side wall is set at the hanging length of the longest part of the front side wall of the side convergence levee over the entire length of the central convergence levee.
かかる本実施例の構成によるならば、波動のもつ殆どの
エネルギを空気圧に変換できるので、きわめて多量の圧
縮空気を得ることが可能となる。According to the configuration of this embodiment, most of the energy of the waves can be converted into air pressure, making it possible to obtain an extremely large amount of compressed air.
(3)発明の効果
以上のごとくの本発明によるならば、次のような効果を
得ることができる。(3) Effects of the Invention According to the present invention as described above, the following effects can be obtained.
■ 空気を水中に供給することとしたので、水は活性化
されて浄化される。養殖施設にあっては、給餌残滓の堆
積に起因する水底表層での腐敗・有機化によるアンモニ
アガスの発生、プランクトンの異常発生、生態系の変化
等を防止でき、施設を好ましい状態で長期使用が可能と
なる。■ Since we decided to supply air into the water, the water will be activated and purified. In aquaculture facilities, it is possible to prevent the generation of ammonia gas due to decomposition and organicization on the surface of the water bottom caused by the accumulation of feeding residues, the abnormal occurrence of plankton, and changes in the ecosystem, allowing the facilities to be used for a long time in favorable conditions. It becomes possible.
■ 上記空気の供給のために、自然のエネルギたる波を
利用することとしたので、他のエネルギを全く要せず非
常に経済的な装置であり、しかも公害をもたらさない。(2) Since waves, which are natural energy, are used to supply the air, it is a very economical device that does not require any other energy, and does not cause pollution.
波の少ない場所でも、側収斂堤番こより波の集中化を図
るので、十分なるエネルギを確保できる。そして波高が
時間によって変動しても、圧縮空気はタンクに蓄圧され
るので常時水中・水底に空気を供給できる。Even in areas with few waves, the side converging embankment concentrates the waves, ensuring sufficient energy. Even if the wave height changes over time, the compressed air is stored in the tank, so air can be constantly supplied to the water and the bottom of the water.
■ ポンプにより汚泥を吸い上げることとするならば、
上記■の効果はさらに一段と向上する。■ If the sludge is to be sucked up by a pump,
The above effect (2) is further improved.
図面は本発明の実施例を示し、第1図は第一実施例装置
の全体を示す概要斜視図、第2図は第1図装置の系統図
、第3図は第二実施例装置の全体を示す概要斜視図、第
4図は上記両実施例に用いられる収斂堤の一部を示す部
分破断斜視図、第5図は第4図のV−V断面図、第6図
は第4図の■−■断面図である。
1・・・・・・・・・(側)収斂堤
1)・・・・・・・・・開口
13a、 13b・・・・・・・・・小室15・・・・
・・・・・後部側壁
16・・・・・・・・・前部側壁
21a、 21b・・・・・・・・・排出口23a、
23b・・・・・・・・・逆止弁24・・・・・・・・
・タンク
30・・・・・・・・・気送管
32・・・・・・・・・空気吹出口
4・・・・・・・・・ポンプ
40・・・・・・・・・吸上管
45・・・・・・・・・フィルタ装置
46・・・・・・・・・帰還口
5・・・・・・・・・中央収斂堤
6・・・・・・・・・生簀
特許出願人 金 澤 政 男佐久田昌
昭The drawings show embodiments of the present invention; FIG. 1 is a schematic perspective view showing the entire device of the first embodiment, FIG. 2 is a system diagram of the device shown in FIG. 1, and FIG. 3 is an overall diagram of the device of the second embodiment. FIG. 4 is a partially cutaway perspective view showing a part of the convergence levee used in both of the above embodiments, FIG. 5 is a sectional view taken along line V-V in FIG. 4, and FIG. It is a sectional view taken along ■-■. 1......(Side) Convergence embankment 1)......Openings 13a, 13b......Small room 15...
..... Rear side wall 16 ..... Front side wall 21a, 21b ..... Discharge port 23a,
23b・・・・・・・・・Check valve 24・・・・・・・・・
・Tank 30...Pneumatic pipe 32...Air outlet 4...Pump 40...Suction Upper pipe 45... Filter device 46 Return port 5 Central convergence bank 6 Fish cage Patent applicant Masaaki Kanazawa Masaaki Sakuta
Claims (9)
水面上に箱型の収斂堤を浮かせて配置し、 収斂堤は、下面が開口され、内部は複数の小室に区分さ
れ、周囲の側壁は波高より高く設定されかつ該周囲の側
壁のうち波の進行方向前方側の前部側壁はこれと対向す
る後部側壁より長く垂下され、 各小室は、上部に圧縮空気の排出口を有し、該排出口は
一定圧以上で作動する逆止弁を介して圧縮空気を蓄積す
るタンクに接続されると共に、上部に大気圧以下で作動
する逆止弁を有した大気吸入口が設けられ、 タンクには、先端が水中もしくは水底面近傍にまで垂下
する気送管が接続され、該気送管は先端部に空気吹出口
が設けられている、ことを特徴とする水中・水底への空
気注入装置。(1) At a position that has a component perpendicular to the direction of wave propagation,
A box-shaped convergence levee is placed floating on the water surface. The front side wall on the forward side in the direction of travel hangs longer than the rear side wall facing it, and each chamber has a compressed air outlet at the top, and the outlet is connected via a check valve that operates at a certain pressure or higher. The tank is connected to a tank that stores compressed air, and is equipped with an air inlet at the top with a check valve that operates below atmospheric pressure. 1. An apparatus for injecting air into the water or the bottom of the water, characterized in that an air supply pipe is connected to the air supply pipe, and the air supply pipe has an air outlet at its tip.
の進行方向に末つぼまり角をもって設定された二つの側
収斂堤より成ることを特徴とする特許請求の範囲第(1
)項記載の水中・水底への空気注入装置。(2) The converging levee consists of two side converging levees arranged at a constant interval and set at a convergence angle in the direction of wave propagation.
) Air injection device into the water/water bottom.
を特徴とする特許請求の範囲第(2)項記載の水中・水
底への空気注入装置。(3) The apparatus for injecting air into the water/bottom of the water as set forth in claim (2), wherein the closing angles of the two side converging banks are variable.
であることを特徴とする特許請求の範囲第(2)項記載
の水中・水底への空気注入装置。(4) The closing angle of the two side convergent levees is 60° to 90°
An apparatus for injecting air into the water/bottom of the water according to claim (2).
垂下していることを特徴とする特許請求の範囲第(1)
項記載の水中・水底への空気注入装置。(5) Claim (1) characterized in that the front side wall of the convergence levee hangs down gradually in the direction of wave propagation.
Air injection device into the water/bottom of the water described in Section 1.
られていることを特徴とする特許請求の範囲第(2)項
ないし第(4)項のうちの1つに記載の水中・水底への
空気注入装置。(6) The method according to one of claims (2) to (4), characterized in that a fish cage is provided between the ends of the two side convergence banks in the direction of travel. Air injection device underwater/bottom.
堤が設けられていることを特徴とする特許請求の範囲第
(2)項ないし第(4)項のうちの1つに記載の水中・
水底への空気注入装置。(7) One of claims (2) to (4), characterized in that a central convergence bank is provided between the ends of the two side convergence banks in the direction of travel. In the water described in
Air injection device to the bottom of the water.
水面上に箱型の収斂堤を浮かせて配置し、 収斂堤は、下面が開口され、内部は複数の小室に区分さ
れ、周囲の側壁は波高より高く設定されかつ該周囲の側
壁のうち波の進行方向前方側の前部側壁はこれと対向す
る後部側壁より長く垂下され、 各小室は、上部に圧縮空気の排出口を有し、該排出口は
一定圧以上で作動する逆止弁を介して圧縮空気を蓄積す
るタンクに接続されると共に、上部に大気圧以下で作動
する逆止弁を有した大気吸入口が設けられ、 タンクには、先端が水中もしくは水底面近傍にまで垂下
する気送管が接続され、該気送管は先端部に空気吹出口
が設けられ、 タンクの圧縮空気の一部により駆動されるポンプを有し
、該ポンプには水中・水底まで垂下して汚泥を吸上げる
吸上管が接続されている、 ことを特徴とする水中・水底への空気注入装置。(8) At a position that has a component perpendicular to the direction of wave propagation,
A box-shaped convergence levee is placed floating on the water surface. The front side wall on the forward side in the direction of travel hangs longer than the rear side wall facing it, and each chamber has a compressed air outlet at the top, and the outlet is connected via a check valve that operates at a certain pressure or higher. The tank is connected to a tank that stores compressed air, and is equipped with an air inlet at the top with a check valve that operates below atmospheric pressure. A feed pipe is connected, and the pneumatic feed pipe is provided with an air outlet at its tip, and has a pump driven by a portion of the compressed air from the tank. A device for injecting air into the water or the bottom of the water, characterized by being connected to a suction pipe.
装置には濾過された水を水面に戻す帰還口を有している
ことを特徴とする特許請求の範囲第(8)項記載の水中
・水底への空気注入装置。(9) The suction pipe is provided with a filter device at the upper end, and the filter device has a return port for returning filtered water to the water surface. Air injection device underwater/bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15107784A JPS6128497A (en) | 1984-07-20 | 1984-07-20 | Apparatus for injecting air in water and bottom of water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15107784A JPS6128497A (en) | 1984-07-20 | 1984-07-20 | Apparatus for injecting air in water and bottom of water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6128497A true JPS6128497A (en) | 1986-02-08 |
Family
ID=15510805
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15107784A Pending JPS6128497A (en) | 1984-07-20 | 1984-07-20 | Apparatus for injecting air in water and bottom of water |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6128497A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6138694A (en) * | 1984-07-31 | 1986-02-24 | Nippon Kokan Kk <Nkk> | Eutrophication prevention device |
| JPH01142273A (en) * | 1987-11-27 | 1989-06-05 | Kaiyo Kagaku Gijutsu Center | Floating wave-removing type wave-power generating device |
| JPH02253897A (en) * | 1989-03-29 | 1990-10-12 | Eiichi Sugiura | Sewage cleaning device |
| JPH0380999A (en) * | 1989-08-23 | 1991-04-05 | Toa Harbor Works Co Ltd | Aeration type permeable breakwater |
| JPH03294663A (en) * | 1990-04-12 | 1991-12-25 | Kentaro Ueda | Method and device for wave power generation using continuous air chamber |
| JP2015524537A (en) * | 2012-08-07 | 2015-08-24 | リュック スタネク、ジャン | Wave or wave energy conversion system |
| CN113248090A (en) * | 2021-06-28 | 2021-08-13 | 中国科学院生态环境研究中心 | Reclaimed water diffusion device and sediment phosphorus release control method using same |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5419035A (en) * | 1977-07-08 | 1979-02-13 | Secr Defence Brit | Device for extracting energy from strength of wave |
| JPS5831474A (en) * | 1981-08-19 | 1983-02-24 | Toshiba Corp | Analog square-law operating circuit |
| JPH0215126U (en) * | 1988-07-13 | 1990-01-30 |
-
1984
- 1984-07-20 JP JP15107784A patent/JPS6128497A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5419035A (en) * | 1977-07-08 | 1979-02-13 | Secr Defence Brit | Device for extracting energy from strength of wave |
| JPS5831474A (en) * | 1981-08-19 | 1983-02-24 | Toshiba Corp | Analog square-law operating circuit |
| JPH0215126U (en) * | 1988-07-13 | 1990-01-30 |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6138694A (en) * | 1984-07-31 | 1986-02-24 | Nippon Kokan Kk <Nkk> | Eutrophication prevention device |
| JPH01142273A (en) * | 1987-11-27 | 1989-06-05 | Kaiyo Kagaku Gijutsu Center | Floating wave-removing type wave-power generating device |
| JPH02253897A (en) * | 1989-03-29 | 1990-10-12 | Eiichi Sugiura | Sewage cleaning device |
| JPH0380999A (en) * | 1989-08-23 | 1991-04-05 | Toa Harbor Works Co Ltd | Aeration type permeable breakwater |
| JPH03294663A (en) * | 1990-04-12 | 1991-12-25 | Kentaro Ueda | Method and device for wave power generation using continuous air chamber |
| JP2015524537A (en) * | 2012-08-07 | 2015-08-24 | リュック スタネク、ジャン | Wave or wave energy conversion system |
| CN113248090A (en) * | 2021-06-28 | 2021-08-13 | 中国科学院生态环境研究中心 | Reclaimed water diffusion device and sediment phosphorus release control method using same |
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