JP2014037221A - Whole framework of large capacity continuous drainage in the vicinity of marine draft surface by juxtaposition utilization of storage water tank inside compression drainage and submarine space - Google Patents

Whole framework of large capacity continuous drainage in the vicinity of marine draft surface by juxtaposition utilization of storage water tank inside compression drainage and submarine space Download PDF

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JP2014037221A
JP2014037221A JP2012213119A JP2012213119A JP2014037221A JP 2014037221 A JP2014037221 A JP 2014037221A JP 2012213119 A JP2012213119 A JP 2012213119A JP 2012213119 A JP2012213119 A JP 2012213119A JP 2014037221 A JP2014037221 A JP 2014037221A
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drainage
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sea
water tank
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Seiyu Shima
晴勇 島
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Abstract

PROBLEM TO BE SOLVED: To provide a submarine electric power generation ship for generating large capacity electric power by installation of a drainage inverse intrusion preventive submarine space part and a water tank inside compression water deep pressure combinational continuous drainage device.SOLUTION: [An open sea drainage storage water tank] is installed in an outside part of the submarine electric power generation ship, and its drain port drains water from a discharge port near a marine draft surface. A large quantity of intrusion sea drainage successively flows in and becomes gathered seawater of large capacity seawater in the storage water tank, the same as a land part installation receiving the influence of a strong attraction in an atmospheric pressure space naturally by the whole quantity when entering into this electric power generation ship. For favorably draining this large capacity seawater from a deep sea part, drainage inverse intrusion preventive submarine spaces (H)A, (H)B and (H)C are installed.

Description

海中発電船外側部分に「外海排出貯留水槽」部分を設置しこの内部の排水日常時外海海上面近辺の海水と同じ1気圧が常時保持される事となる。
そして「船中高水圧発生調整室」より「排水逆侵入防止海中空間」設置を経由されて放出された排水は再び船内貯留水槽内へ戻る事等は全く起こり得ない為に「排海水船外放出装置」より発生される放出渦流と共に次々に外海部分へ放出される事となり、殆んど海上面海中部分に自然に溶け込む形で大量の排水が普通の海水へと還って行く事となる。
The “outer sea discharge storage tank” portion is installed on the outer side of the subsea power generation vessel, and the internal drainage is kept at the same atmospheric pressure as the seawater near the upper surface of the outer sea during daily life.
And since the wastewater discharged from the “In-Vessel High Water Pressure Generation Control Room” via the “Reverse Drainage Prevention Underwater Space” can never return to the inboard tank, Along with the discharge vortex generated from the "device", it will be discharged one after another to the outside sea, and a large amount of drainage will be returned to ordinary seawater in a form that almost naturally dissolves into the sea surface underwater.

本装置「排水逆侵入防止海中空間」(H)A部分の発見設置に依り貯留水槽内の排水の船外排出が大変簡単に行なわれる事となり、海中発電の強敵である深海水圧の排出対策は殆んど必要としなくて良く、海中空間(H)A部分の空気圧は僅か数気圧でしかない為に空気量の増減は簡単に行なえるものであり、一度海中空間(H)A部分を通過排出された排海水は、瞬時に海上喫水面近辺と同水圧となる為に又、「排水逆侵入防止海中空間」設置内を逆侵入する事等は全く不可能な為に順次送り出されて来る「船中高水圧発生調整室」よりの排水に押されて自然に流れ出すが如く外海部分へ放出される事となる。  This equipment “Underwater Drainage Prevention Underwater Space” (H) Due to the discovery and installation of part A, the drainage of the drainage water in the storage tank will be carried out very easily. Almost no need is required, and since the air pressure in the underwater space (H) A is only a few atmospheric pressures, the air volume can be easily increased and decreased, and once passes through the underwater space (H) A. The discharged seawater is sent out sequentially because the water pressure instantly becomes the same as that of the surface of the sea draft, and it is impossible to reversely enter the underwater drainage prevention underwater space. It is pushed out by the drainage from the “high water pressure generation adjustment chamber in the ship” and is discharged into the open sea as if it flows out naturally.

以上の通り図1にて説明する。  This will be described with reference to FIG.

海上海中部分に長方形型の海中発電船の設置を行ない、その発電使用済大容量排水の継続排水を行なう為に、まず発電船内部部分と深海外海部分の深海水圧との遮断をする為に「外海排出貯留水槽」の設置を行ないその排出口を海上喫水面近辺とする。
その事に依り深海外海水圧の船内排水影響の大幅な軽減と阻止を行ない、排水の多くが海上喫水線近辺設置の「排海水船外放出装置」よりの噴出放流の助けを借りて外海に継続排出される事となる。
又、その時の発電船内貯留水槽内の排水は数台設置がされた各々「海排水降下排圧装置」に流入が行なわれる事となるが、まず各排出装置内に予定水位迄の流入が到達すると「排水流入調整遮断装置」が完全閉鎖され、順次「排圧降下圧力蓋」の降下が行なわれる事に依り噴出排水が次々と「船中高水圧発生調整室」内と船底部分設置の「水槽内圧縮水深圧併用継続排出装置」内に流入し、各々設置の各「海中空間」部分を経て外海部分へ排出される事で逆侵入は全く起こり得ない為にそして常時本貯留水槽内では上方より流入して来る大量の排水の重量圧と本「海排水降下排圧装置」の連続降下排水圧双方の相乗効果に依る強烈な「排出圧力」に依り自然な感じで次々と排水は外海に排出される事となる。
In order to install a rectangular submarine power generation ship in the middle part of Shanghai and continue to drain the generated large-capacity drainage of the power generation, first to shut off the deep sea pressure in the power ship interior and deep overseas sea part. In addition, an “outside sea discharge storage tank” will be installed and its outlet will be near the sea draft.
Based on this, drastic reduction and prevention of inboard drainage due to deep seawater pressure will continue, and much of the drainage will continue to the open sea with the help of the effluent discharge from the "exhaust seawater outboard discharge device" installed in the vicinity of the maritime draft line. It will be discharged.
In addition, the drainage in the storage tank in the power generation vessel at that time will flow into each of the “sea drain drop and discharge devices” that have been installed, but first the inflow to the planned water level reaches each discharge device. Then, the “drainage inflow adjustment shut-off device” is completely closed, and the “drainage pressure drop pressure lid” is lowered sequentially, so that the discharged wastewater is successively placed in the “high water pressure generation adjustment chamber in the ship” and the “water tank” installed on the bottom of the ship. Since it flows into the `` continuous discharge device with internal compressed water and deep pressure '' and is discharged to the outside sea through each installed `` underwater space '' part, there is no reverse intrusion at all, and it is always upward in this reservoir tank Drainage goes into the open sea one after another with a natural feeling due to the intense “discharge pressure” due to the synergistic effect of both the weight pressure of the large amount of drainage that flows in and the continuous drainage pressure of this “sea drainage discharge pressure device” It will be discharged.

特にありません。Nothing in particular.

どうしても大容量発電を目指せば大量排水の発生となり、当然にその排水設備の海深度が深くなる為に水深圧排出への対処が必要であるが、深海部分での大容量空間の設置となり大変厳しい排出方法となる為に殆んど大容量発電は厳しいと考えていたのですが、今回偶然にも深海排水を海上喫水線近く迄の排水路を設置すれば大きく前進する事を発見したものであり、その時の最大の難関である海上方面に排出した排海水の逆侵入への阻止方法も「排水逆侵入防止海中空間」部分の発見設置に依り完全に大きな危惧が解消される事となり、当然「水槽内圧縮水深圧併用継続排出装置」よりの排水も充分に行なわれる事となり、最大の懸案事項である大容量排水が出現する事となる。  If a large-capacity power generation is inevitably generated, a large amount of drainage will be generated. We thought that large-capacity power generation was almost tough because it became a discharge method, but this time we discovered that if you install a drainage channel near the sea water line, deep sea drainage will make a big progress. , And the greatest difficulty at that time, the method of preventing the reverse intrusion of the discharged seawater discharged to the upper surface of the sea will be completely eliminated due to the discovery and installation of the `` drainage reverse intrusion prevention underwater space '' part. Drainage from the “continuous discharge device combined with compressed water and deep pressure in the water tank” will be sufficiently performed, and the large-scale drainage, which is the biggest concern, will appear.

海中発電船の外側部分に「外海排出貯留水槽」を設置を行ない、その排水口は海上喫水面近くの排出口より排水を行なう事とする。
当然深海部分での排水とは大きく違い自然深海水圧は全く影響が及ばない排水となる。
次々と流入して来る大量の侵入海排水は本発電船内に入れば全量当然の如く大気圧圏内の強烈な引力の影響を受ける陸上部分設置と同じ貯留水槽内の大容量海水の集合海水となる。
この大容量海水をいかに深海部分より順調に排出するかであるが、本申請の通り各設備を行ない排出口を海上喫水面近く迄持って来れば水圧等は殆んど受けない為に簡単に排出が可能となる。
そしてこの大容量排水をいかに逆侵入の阻止をするかであるが各々排出口部分に「排水逆侵入防止海中空間」(H)A.(H)B.(H)Cを設置をし、完全な逆侵入の阻止を行ない、船底深海部分での排水処理も「水槽内圧縮水深圧併用継続排出装置」の設置を行なう事に依り深海部分での継続された排水が可能となるものであり、本「排水逆侵入防止海中空間」の発見設置に依る最大の懸案である海中排水処理が大きく前進する事となる。
An “outside sea discharge storage tank” will be installed on the outer part of the subsea power generation vessel, and its drain will be drained from an outlet near the sea draft.
Naturally, it is very different from the drainage in the deep sea part, and the natural deep seawater pressure is a drainage that has no influence at all.
A large amount of invading sea drainage that flows in one after another will naturally become a collective seawater of large volume seawater in the same storage tank as the land part installation affected by the strong attraction in the atmospheric pressure range as a matter of course when entering the power generation ship .
It is how to discharge this large volume of seawater smoothly from the deep sea part, but it is easy to carry out each facility as shown in this application and bring the discharge port close to the surface of the sea, so it is easy to receive little water pressure. The discharge becomes possible.
And how to prevent the reverse entry of this large capacity drainage, "drainage reverse entry prevention underwater space" (H) A. (H) B. (H) Install C to prevent complete reverse intrusion, and drainage treatment at the bottom of the bottom of the ship will continue in the deep sea by installing a “continuous discharge device with compressed pressure in the tank”. Underwater wastewater treatment, which is the biggest concern due to the discovery and installation of the “Reverse Drainage Prevention Underwater Space”, will greatly advance.

「外海排出貯留水槽」「排水逆侵入防止海中空間」「水槽内圧縮水深圧併用継続排出装置」等の発見設置に依り深海海中部分への継続された放出、又海上喫水線部分での継続された大容量排出に継がる「海排水降下排圧装置」の海中発電船規模に応じた数台の設置に依る連続された継続排水に必要な圧力排水の確保等、何ら難しい設備装置等は全く無い為に最大の懸案事項であったより簡単に継続された大容量排水が、充分に可能となり、世界中で次々と大容量海中発電設備が出現する事となる。  Due to the discovery and installation of "outer sea discharge storage tank", "water discharge reverse entry prevention underwater space", "continuous discharge device with combined compressed water and deep pressure in tank", etc., continued discharge into the deep sea part, and continued at the offshore waterline part There are no difficult equipment such as securing the pressure drainage required for continuous continuous drainage by installing several units of the `` sea drainage pressure reduction device '' that follows the large capacity discharge according to the scale of the submarine power generation ship Therefore, large-scale drainage that can be continued more easily than the biggest concern is sufficiently possible, and large-capacity subsea power generation facilities will appear one after another in the world.

海中発電船内での各発電機の設置図と各排出装置の全体設置図であり、各排水の排出方法に依る諸装置設置の詳細図である。It is the installation figure of each generator in a submarine power generation ship, and the whole installation drawing of each discharge device, and is a detailed view of various device installation according to the discharge method of each waste water.

[図1]まず海中発電船内に次々と流入して来る侵入排出水の為に本貯留水槽内には常に侵入排出水自体の渦流発生等と「高圧空気噴出装置」よりの高圧空気の噴出等の上に「海排水降下排圧装置」の降圧縮稼動等々に依り常時貯留水槽内の各排出口部分に於いては排水圧力が懸かっている図であり、特に「外海排出貯留水槽」の設置に依る大量の排水が殆んど深海水圧を受ける事なく海上喫水線近くの排出口より排水が行なわれる図となっている。[Fig.1] First, because of the invading drainage water that flows into the underwater power generation vessel one after another, vortex flow of the intruding drainage water is always generated in the storage tank, and high pressure air is ejected from the "high pressure air ejection device". It is a figure where drainage pressure is always suspended at each discharge port part in the storage tank due to the downcompression operation of the `` sea drainage pressure reduction device '' etc., especially the installation of `` outside sea discharge storage tank '' The large amount of drainage due to the water is drained from the discharge port near the sea waterline with almost no deep seawater pressure.

Claims (1)

海中設置の貯留水槽内に流入して来る大量の排水を下記の通りの排水力の活用の為に各装置の設置を行ないより自然な形での排出方法を考案したものである。
まず貯留水槽内の最底部部分に「水槽内圧縮水深圧併用継続排出装置」の設置を行ない、本装置内より貯留水槽内で自然発生する大気圏内での水深に対する水圧の上に流入時に起こる回転渦流と、高圧空気の噴出等に依る諸々の排水圧に依り、殆んど自然の排水力の力で外海に排出される事となる。
その時に心配される逆侵入に対しては「排水逆侵入防止海中空間」の設置を行ないその中の圧縮空気量は簡単に調整されるものであり、逆侵入は完全に阻止される事となる。
又「海排水降下排圧装置」数台が交互に順次排水の流入が行なわれ規定の定水位に達すると自動的に「排圧流入調整遮断装置」に依る閉鎖が行なわれ、「排圧降下圧力蓋」内の重量物の降下圧とチェーン等の力に依りゆっくりと降下が始まり、その降下排圧力が「船中高水圧発生調整室」と「外海直接排水筒」内等に繋がる事となり、次々と排水が継続され、「外海排出貯留水槽」内に流入した排水に於いては排水出口部分の水圧が「外海排出貯留水槽」内の水圧とほぼ同じとなる為に海上喫水線近くに設定がされた「排海水船外放出装置」よりの放排出流に乗って次々と湧き出すが如く外海に継続排水されると同時に別途設置の「水槽内圧縮水深圧併用継続排出装置」活用による継続された大容量継続排水の全体構想。
In order to utilize the drainage power as described below, a large amount of wastewater that flows into a submersible storage tank is installed to devise a more natural form of drainage.
First, install a "continuous discharge device with compressed water depth pressure in the water tank" at the bottom of the water tank, and the rotation that occurs when the water flows into the water from the inside of the water tank above the water pressure in the atmosphere. Depending on the vortex flow and various drainage pressures due to high-pressure air jets, etc., it is almost discharged into the open sea by the force of natural drainage.
For reverse intrusion to be worried at that time, the "water drainage reverse intrusion prevention underwater space" is installed, the amount of compressed air in it is easily adjusted, and the reverse intrusion is completely prevented .
In addition, several “Sea Drain Drop Pressure Discharge Devices” alternately inflow wastewater and when the specified constant water level is reached, it is automatically closed by “Exhaust Pressure Inflow Adjustment and Cut-off Device”. The descent begins slowly depending on the pressure drop of the heavy load in the `` pressure lid '' and the force of the chain, etc., and the descent discharge pressure will be connected to the `` outboard high water pressure generation adjustment chamber '' and the `` outside sea direct drain pipe '' etc. Since drainage continued one after another and the drainage water that flowed into the “outside sea discharge storage tank”, the water pressure at the drain outlet was almost the same as the water pressure in the “outside sea discharge storage tank”. Continued drainage into the open sea as it springs one after another on the released discharge device from the released seawater discharge device, and at the same time continued by utilizing the separately installed “continuous discharge device combined with compressed water and deep pressure in the aquarium” The overall concept of large-capacity continuous drainage.
JP2012213119A 2012-08-20 2012-08-20 Whole framework of large capacity continuous drainage in the vicinity of marine draft surface by juxtaposition utilization of storage water tank inside compression drainage and submarine space Pending JP2014037221A (en)

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