JPH09273499A - Deep water intake method and device thereof - Google Patents
Deep water intake method and device thereofInfo
- Publication number
- JPH09273499A JPH09273499A JP8411196A JP8411196A JPH09273499A JP H09273499 A JPH09273499 A JP H09273499A JP 8411196 A JP8411196 A JP 8411196A JP 8411196 A JP8411196 A JP 8411196A JP H09273499 A JPH09273499 A JP H09273499A
- Authority
- JP
- Japan
- Prior art keywords
- water
- pit
- water intake
- intake
- deep water
- 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
Landscapes
- Jet Pumps And Other Pumps (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は海洋あるいは湖沼か
ら深層水を取水するための方法およびその装置に関す
る。FIELD OF THE INVENTION The present invention relates to a method and apparatus for extracting deep water from an ocean or lake.
【0002】[0002]
【従来の技術】数十メートルないしそれ以深の水深にお
ける海水や湖沼水、すなわち深層水は、表層水に比して
水温が低温で安定しているという特性があり、近年、そ
のような深層水を取水して養魚場において活用する計画
がある。2. Description of the Related Art Sea water and lake water at a depth of several tens of meters or more, that is, deep water, has the characteristic that the water temperature is stable at a low temperature as compared with surface water. There is a plan to take the water and utilize it in the fish farm.
【0003】[0003]
【発明が解決しようとする課題】ところで、深層水を取
水するためには、取水対象深度まで取水管を敷設し、ポ
ンプによりその取水管を通して深層水を汲み上げて利用
施設まで圧送することが通常の手法である。しかし、取
水深度が大きい場合にはポンプには大揚程が必要とな
り、したがって実験室規模で実施する場合はともかくと
しても工業的規模で多量の海水を取水する場合にはポン
プが極めて大型、大容量のものとならざるを得ず、それ
がために多大の設備費および運転費を要するものであ
る。By the way, in order to take in deep water, it is usual to lay an intake pipe up to the target depth of intake, pump up the deep water through the intake pipe and pump it to the facility. It is a technique. However, when the water intake depth is large, the pump requires a large head, so even if it is carried out on a laboratory scale, if it takes in a large amount of seawater on an industrial scale, the pump is extremely large and has a large capacity. Inevitably, it requires a great deal of equipment and operating costs.
【0004】本発明は上記事情に鑑み、深層水を効率的
かつ簡便に取水し得る有効な手段を提供することを目的
としている。In view of the above circumstances, it is an object of the present invention to provide an effective means for efficiently and simply taking deep water.
【0005】[0005]
【課題を解決するための手段】本発明の取水方法は、井
戸状のピットを設けるとともに、該ピットの底部と取水
対象深度との間を連通するように取水管を敷設してお
き、前記ピット内の底部に圧縮空気を吹込むことでピッ
ト内の水位を上昇せしめてその上部から溢水させて取水
するとともに、前記取水管を通してピット内に深層水を
吸引せしめることを特徴とする。According to the water intake method of the present invention, a well-shaped pit is provided, and an intake pipe is laid so as to communicate between the bottom of the pit and the water intake depth. It is characterized in that the compressed water is blown into the bottom of the pit to raise the water level in the pit so that the water overflows from the upper part of the pit to take in water, and deep water is sucked into the pit through the water intake pipe.
【0006】本発明の取水装置は、井戸状に形成された
ピットと、基端が前記ピット内の底部に開口し先端が取
水対象深度に位置して開口するように敷設された取水管
と、前記ピット内の底部に圧縮空気を圧送する送気手段
と、前記ピットの上部周囲に設けられた溢水樋と、該溢
水樋に接続された送水管とを具備してなることを特徴と
する。The water intake device of the present invention includes a pit formed in a well shape, and an intake pipe laid so that the base end opens at the bottom of the pit and the tip opens at the water intake depth. It is characterized by comprising an air feeding means for feeding compressed air to the bottom of the pit, an overflow gutter provided around the upper part of the pit, and a water pipe connected to the overflow gutter.
【0007】[0007]
【発明の実施の形態】以下、本発明の一実施形態を図1
を参照して説明する。図1は本発明に係る取水装置の概
略構成を示すものであって、これは、たとえば水深数十
メートルの深度からエアリフトポンプの原理を応用して
深層水を取水するべく、井戸状のピット1を設けるとと
もに、そのピット1の底部と取水対象深度との間に取水
管2を敷設し、かつ、ピット1には送気手段3を付設し
た構成とされている。BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to FIG.
This will be described with reference to FIG. FIG. 1 shows a schematic configuration of a water intake device according to the present invention, which is a well-shaped pit 1 for taking in deep water by applying the principle of an air lift pump from a depth of several tens of meters. In addition, the intake pipe 2 is laid between the bottom of the pit 1 and the target water intake depth, and the air supply means 3 is attached to the pit 1.
【0008】上記ピット1の寸法、形状は任意であるが
たとえばその深さは30メートル程度とされ、その内部
は必要に応じて隔壁4により仕切られるとともに、上部
周囲には溢水樋5が設けられ、その溢水樋5には取水し
た深層水を所望の利用施設たとえが養魚場へ送水するた
めの送水管6が接続されている。The size and shape of the pit 1 are arbitrary, but the depth thereof is, for example, about 30 meters, the inside thereof is partitioned by the partition wall 4 as necessary, and the overflow gutter 5 is provided around the upper part. The overflow gutter 5 is connected to a water pipe 6 for sending the deep water that has been taken in to a fish farm by a desired facility.
【0009】上記取水管2は、その基端がピット1内の
底部に開口するとともその先端は取水対象深度において
開口しており、したがって、この取水管2によってピッ
ト1内の底部と取水位置とが常時連通状態となるように
されている。なお、図1では取水管2を1本しか図示し
ていないが、必要に応じて所望径の取水管2を複数本並
列に敷設しておけば良い。The water intake pipe 2 has a base end that opens to the bottom of the pit 1 and a tip that opens to the water intake target depth. Are always connected. Although only one intake pipe 2 is shown in FIG. 1, a plurality of intake pipes 2 having a desired diameter may be laid in parallel if necessary.
【0010】上記送気手段3は、エアコンプレッサー7
と、ピット1内の底部に設置されたエアーブロー管8
と、それらを連結する送気管9からなり、ピット1内の
底部から所望圧たとえば6気圧程度の圧縮空気を大量に
噴出せしめることができるものとされている。The air feeding means 3 is an air compressor 7
And an air blow pipe 8 installed at the bottom of the pit 1.
And an air supply pipe 9 connecting them, and a large amount of compressed air having a desired pressure, for example, about 6 atm can be ejected from the bottom of the pit 1.
【0011】なお、図1における符号10は取水装置全
体を蓋うように設置される屋根、11は護岸用の擁壁で
あるが、これらの設置は任意である。Although reference numeral 10 in FIG. 1 is a roof installed so as to cover the entire water intake device, and 11 is a retaining wall for revetment, these installations are optional.
【0012】上記構成の取水装置においては、エアーコ
ンプレッサー7から圧縮空気をピット1の底部に圧送し
てエアーブロー管8から噴出せしめることで、ピット1
内の底部から気泡12が激しく上昇し、したがってピッ
ト1内において上昇水流が生じるとともに水と気泡12
とが混合することでピット1内の水の比重が見掛け上は
小さくなり、このため、取水管2から深層水が吸引され
て流入してきてピット1内の水位が静水位面よりも上昇
し、以て、ピット1内の水は溢水樋5に溢水し、溢水樋
5から送水管6によってたとえば養魚場へ送水されて利
用される。In the water intake device having the above structure, the compressed air is sent from the air compressor 7 to the bottom of the pit 1 so that the compressed air is ejected from the air blow pipe 8, whereby the pit 1
The bubbles 12 rise violently from the bottom of the inside, so that an ascending water flow occurs in the pit 1 and water and bubbles 12
When and are mixed, the specific gravity of the water in the pit 1 is apparently small. Therefore, the deep water is sucked in from the intake pipe 2 and flows in, and the water level in the pit 1 rises above the static level. Thus, the water in the pit 1 overflows into the overflow gutter 5 and is used by being sent from the overflow gutter 5 to the fish farm, for example, by the water pipe 6.
【0013】以上のように、上記構成の取水装置によれ
ば、エアリフトポンプの原理により深層水を取水するの
で、動力設備としては比較的小容量のエアコンプレッサ
ー7を備えるのみで済み、したがって深層水を通常のポ
ンプによって汲み上げる従来一般の場合に比して所要動
力が大幅に削減され、設備費および保守費を含む運転費
をともに充分に軽減することができる。As described above, according to the water intake device having the above-mentioned structure, since the deep water is taken in by the principle of the air lift pump, it is only necessary to provide the power compressor with the air compressor 7 having a relatively small capacity, and therefore the deep water is taken. The required power is drastically reduced as compared with the conventional case where the pump is pumped by an ordinary pump, and the operating cost including the facility cost and the maintenance cost can be sufficiently reduced.
【0014】なお、深層水を養魚場において利用するに
際して、深層水の酸素濃度が充分でない場合には取水後
に曝気処理を行って酸素濃度を高めることが検討されて
いるが、上記装置によれば取水に際して自ずと曝気作用
が生じ、したがって取水と同時に酸素濃度が高められる
から格別の曝気処理が不要となり、養魚場において利用
する場合に特に好適である。When the deep water is used in a fish farm, if the oxygen concentration of the deep water is not sufficient, it is considered to increase the oxygen concentration by performing aeration treatment after water intake. An aeration action naturally occurs at the time of water intake, so that the oxygen concentration is increased at the same time as the water intake, so that no special aeration treatment is required, and it is particularly suitable for use in a fish farm.
【0015】[0015]
【発明の効果】以上で説明したように、本発明はエアリ
フトポンプの原理により深層水を取水するものであるの
で、通常のポンプにより汲み上げて取水する場合のよう
な大容量のポンプが不要となり、したがって取水に要す
る設備費および運転費を大幅に削減することができ、以
て、深層水の多量取水や大深度からの取水を工業的規模
で実施することが可能となる。また、取水に際して曝気
作用が自ずと生じて酸素濃度が高められるので、養魚場
において利用することが特に好適である。As described above, since the present invention takes in deep water by the principle of the air lift pump, it does not require a large-capacity pump as in the case of pumping up with a normal pump, Therefore, the facility cost and the operating cost required for water intake can be significantly reduced, and thus it becomes possible to carry out a large amount of deep water intake or water intake from a large depth on an industrial scale. Further, since aeration action naturally occurs during water intake to increase oxygen concentration, it is particularly suitable for use in a fish farm.
【図1】本発明に係る取水装置の一実施形態を示す断面
図である。FIG. 1 is a cross-sectional view showing an embodiment of a water intake device according to the present invention.
1 ピット 2 取水管 3 送気手段 5 溢水樋 6 送水管 7 エアコンプレッサー 8 エアーブロー管 9 送気管 1 Pit 2 Water intake pipe 3 Air supply means 5 Overflow gutter 6 Water supply pipe 7 Air compressor 8 Air blow pipe 9 Air supply pipe
Claims (2)
ットの底部と取水対象深度との間を連通するように取水
管を敷設しておき、前記ピット内の底部に圧縮空気を吹
込むことでピット内の水位を上昇せしめてその上部から
溢水させて取水するとともに、前記取水管を通してピッ
ト内に深層水を吸引せしめることを特徴とする深層水の
取水方法。1. A well-shaped pit is provided, and an intake pipe is laid so as to communicate between the bottom of the pit and the depth of water intake, and compressed air is blown into the bottom of the pit. A deep water intake method, characterized in that the water level in the pit is raised so as to overflow from the upper part of the pit for water intake, and the deep water is sucked into the pit through the water intake pipe.
記ピット内の底部に開口し先端が取水対象深度に位置し
て開口するように敷設された取水管と、前記ピット内の
底部に圧縮空気を圧送する送気手段と、前記ピットの上
部周囲に設けられた溢水樋と、該溢水樋に接続された送
水管とを具備してなることを特徴とする深層水の取水装
置。2. A well-shaped pit, an intake pipe laid so that the base end opens at the bottom of the pit and the tip opens at the water intake target depth, and the bottom of the pit. An intake device for deep water, comprising: an air supply means for sending compressed air to the above, an overflow gutter provided around the upper part of the pit, and a water supply pipe connected to the overflow gutter.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8411196A JPH09273499A (en) | 1996-04-05 | 1996-04-05 | Deep water intake method and device thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8411196A JPH09273499A (en) | 1996-04-05 | 1996-04-05 | Deep water intake method and device thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH09273499A true JPH09273499A (en) | 1997-10-21 |
Family
ID=13821422
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8411196A Pending JPH09273499A (en) | 1996-04-05 | 1996-04-05 | Deep water intake method and device thereof |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH09273499A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100967646B1 (en) * | 2003-07-11 | 2010-07-07 | 두산중공업 주식회사 | Intake Apparatus of Hybrid Desalination Plant |
CN102900125A (en) * | 2012-10-11 | 2013-01-30 | 姜海湖 | Seawater sucking method and seawater conveying device |
CN103114551A (en) * | 2013-01-26 | 2013-05-22 | 姜海湖 | Method to lead deep sea water to aquiculture area and conveying device |
CN106489807A (en) * | 2016-11-16 | 2017-03-15 | 长沙理工大学 | A kind of sea water heat sink for administering coral reef bleaching |
-
1996
- 1996-04-05 JP JP8411196A patent/JPH09273499A/en active Pending
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100967646B1 (en) * | 2003-07-11 | 2010-07-07 | 두산중공업 주식회사 | Intake Apparatus of Hybrid Desalination Plant |
CN102900125A (en) * | 2012-10-11 | 2013-01-30 | 姜海湖 | Seawater sucking method and seawater conveying device |
CN102900125B (en) * | 2012-10-11 | 2015-08-05 | 姜海湖 | The method that seawater is drawn and conveying device |
CN103114551A (en) * | 2013-01-26 | 2013-05-22 | 姜海湖 | Method to lead deep sea water to aquiculture area and conveying device |
CN106489807A (en) * | 2016-11-16 | 2017-03-15 | 长沙理工大学 | A kind of sea water heat sink for administering coral reef bleaching |
CN106489807B (en) * | 2016-11-16 | 2019-04-30 | 长沙理工大学 | It is a kind of for administering the seawater cooling device of coral reef bleaching |
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