JP2013086056A - Deep aeration device - Google Patents

Deep aeration device Download PDF

Info

Publication number
JP2013086056A
JP2013086056A JP2011230880A JP2011230880A JP2013086056A JP 2013086056 A JP2013086056 A JP 2013086056A JP 2011230880 A JP2011230880 A JP 2011230880A JP 2011230880 A JP2011230880 A JP 2011230880A JP 2013086056 A JP2013086056 A JP 2013086056A
Authority
JP
Japan
Prior art keywords
main body
flow path
apparatus main
air
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.)
Granted
Application number
JP2011230880A
Other languages
Japanese (ja)
Other versions
JP5702260B2 (en
Inventor
Yuji Iwamatsu
裕二 岩松
Kiminori Kosaka
公則 小阪
Tomonobu Sato
友宣 佐藤
Takaya Yanobu
孝也 矢延
Masataka Yamagishi
真孝 山岸
Yusaku Hosoki
佑索 細木
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.)
JAPAN WATER AGENCY
Marsima Aqua System Corp
Original Assignee
JAPAN WATER AGENCY
Marsima Aqua System 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 JAPAN WATER AGENCY, Marsima Aqua System Corp filed Critical JAPAN WATER AGENCY
Priority to JP2011230880A priority Critical patent/JP5702260B2/en
Publication of JP2013086056A publication Critical patent/JP2013086056A/en
Application granted granted Critical
Publication of JP5702260B2 publication Critical patent/JP5702260B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a deep aeration device, which exhausts surplus air efficiently, without causing such a problem that a hose is exposed to water surface, without being entwined with the hose of an exhauster, in simple construction.SOLUTION: This deep aeration device is equipped with a device body, which is immersed in water, and can stand by itself, and an exhaust pipe, which is provided in this device body to discharge air within the device body. It is equipped with one or more passages which connect the upper part of the device body with outside of the device body, and one end of this passage faces an air layer in the upper part of the device body, and the other end is provided in a position which is lower than the reversed water surface in usual use.

Description

本発明は、湖沼やダムなどの水源貯水池、港湾などの水域における水層部の水質を改善するために用いる深層曝気装置に関する。   The present invention relates to a deep aeration apparatus used for improving the water quality of a water layer in a water source reservoir such as a lake or a dam or a harbor.

図8は、従来の深層曝気装置1を示す概念図である(例えば、特許文献1参照)。深層曝気装置1は、ダム湖などの湖沼2に係留させて、湖沼付近の深層の水をエアーレーションにより循環(矢印a参照)させる装置である。   FIG. 8 is a conceptual diagram showing a conventional deep aeration apparatus 1 (see, for example, Patent Document 1). The deep aeration apparatus 1 is an apparatus that is moored in a lake 2 such as a dam lake and circulates deep water near the lake by aeration (see arrow a).

前記深層曝気装置1は、湖底1にシンカー16で係留された状態で、フロート3の浮力により起立状態に保持される装置本体4を備えている。図8に示すように、深層曝気装置1では、コンプレッサーから送気ホース5を介して送り込まれた圧縮空気は、装置本体4底部に設けられた散気管6を経て細かい気泡となり、装置内筒7を上昇する。この気泡の上昇と共に、深層部の水も、上昇する(矢印b)。この際に、気泡中の酸素が深層水に溶解する。酸素が溶解した深層水は、装置外筒8を下降して、内筒7と外筒8との間に設けられた出口9から深層部に戻る(矢印c)。この操作を繰り返すことで、嫌気化している深層水を好気化し、底生生物(ベントス)の生育を促すと共に、深層水中の還元菌の活動を抑制し、硫化水素の発生を抑えることができる。   The deep aeration apparatus 1 includes an apparatus body 4 that is held upright by the buoyancy of the float 3 while being anchored to the lake bottom 1 by a sinker 16. As shown in FIG. 8, in the deep aeration apparatus 1, the compressed air sent from the compressor through the air supply hose 5 becomes fine bubbles via the air diffuser 6 provided at the bottom of the apparatus body 4, and the apparatus inner cylinder 7 To rise. As the bubbles rise, the water in the deep layer also rises (arrow b). At this time, oxygen in the bubbles is dissolved in the deep water. The deep water in which oxygen is dissolved descends the device outer cylinder 8 and returns to the deep layer portion from the outlet 9 provided between the inner cylinder 7 and the outer cylinder 8 (arrow c). By repeating this operation, the anaerobic deep water can be aerobic, promoting the growth of benthic organisms (benthos), reducing the activity of reducing bacteria in the deep water, and suppressing the generation of hydrogen sulfide. .

一方、送り込んだ空気のうち、溶解されない余剰空気は、装置本体4上部のエアー溜め室10に溜まる。この余剰空気は、装置本体4上部に設けた排気装置11により放出される。排気装置11は、水面に浮上する排気フロート12に排気ホース13が繋がれているまた、排気ホース13には、排気量を制限し、装置内の上部に水面を保つ必要から、排気弁14が設けられている。   On the other hand, surplus air that is not dissolved out of the supplied air is accumulated in the air reservoir 10 at the upper part of the apparatus main body 4. This surplus air is discharged by the exhaust device 11 provided on the upper part of the device body 4. In the exhaust device 11, an exhaust hose 13 is connected to an exhaust float 12 that floats on the water surface. Also, the exhaust hose 13 needs to limit the amount of exhaust and keep the water surface in the upper part of the device. Is provided.

前記装置本体4内のエアー溜め室10には、反転水面L2が設定される。反転水面L2が低すぎると、溶存酸素量を上げた水が反転できないので、深層に排水できなくなる恐れがある。一方、反転水面L2が高すぎると、溶存酸素量を上げた水が排気ホース12から排気弁14を介して水面L1に排水される恐れがある。この反転水面L2の設定は、圧縮空気の圧力と排気弁14とを調整することによって行う。   A reversing water surface L2 is set in the air reservoir chamber 10 in the apparatus body 4. If the reversal water surface L2 is too low, the water with the increased dissolved oxygen amount cannot be reversed, and there is a possibility that it cannot be drained into the deep layer. On the other hand, if the reversal water surface L2 is too high, the water having an increased dissolved oxygen amount may be drained from the exhaust hose 12 to the water surface L1 through the exhaust valve 14. The reverse water surface L2 is set by adjusting the pressure of the compressed air and the exhaust valve 14.

しかし、排気弁14に異物が詰まったり、排気ホース12が絡まったり、キンク(kink)したりして、排気不能になった場合、余剰空気を排出できず、装置本体4内に余剰空気が蓄積され、装置本体4が突然浮き上がることになる。   However, if the exhaust valve 14 is clogged with foreign matter, the exhaust hose 12 is entangled, or is kinked and cannot be exhausted, excess air cannot be discharged, and excess air accumulates in the apparatus body 4. As a result, the device body 4 suddenly rises.

これらの問題を解決するために、図8に示すように緊急排気ホース15を設けることが行われている。緊急排気ホース15は、通常状態では作動しない。装置1内の余剰空気が一定以上に蓄積されると、緊急排気ホース15を介して排気される。緊急排気ホース15は、出口端を大気面に露出させ、他端を装置1上部に接合させて、装置1本体を水面下に水没させる。このため、緊急装置11が大掛かりになる、排気装置11の排気ホース13と緊急排気ホース15とが絡み排気し難くなるという問題がある。また、貯水量が減少した場合に、ホースが水面に露出したり、浮遊したりする。この場合に、緊急排気ホース15が水面の浮遊異物により損傷するという問題がある。   In order to solve these problems, an emergency exhaust hose 15 is provided as shown in FIG. The emergency exhaust hose 15 does not operate in a normal state. When surplus air in the apparatus 1 is accumulated to a certain level or more, it is exhausted through the emergency exhaust hose 15. The emergency exhaust hose 15 exposes the outlet end to the air surface, and joins the other end to the upper part of the device 1 so that the main body of the device 1 is submerged below the water surface. For this reason, there is a problem that the emergency device 11 becomes large and the exhaust hose 13 and the emergency exhaust hose 15 of the exhaust device 11 are entangled and difficult to exhaust. Moreover, when the amount of stored water decreases, the hose is exposed to the water surface or floats. In this case, there is a problem that the emergency exhaust hose 15 is damaged by floating foreign matters on the water surface.

また、本発明者らは余剰空気を有効に利用するために、浅層散気装置を開発している(例えば、特許文献2参照)。しかし、この場合にも、緊急排気ホースには、上記と同じ問題がある。   In addition, the present inventors have developed a shallow air diffuser in order to effectively use surplus air (see, for example, Patent Document 2). However, even in this case, the emergency exhaust hose has the same problem as described above.

特開平9−314173号公報JP 9-314173 A 特開2007−229662号公報JP 2007-229662 A

そこで、本発明は、余剰空気の排気装置に不具合が生じた場合に、簡単な構成で、排気装置のホースと絡むことなく、ホースが水面に浮遊、露出するという問題を生じずに、緊急かつ確実に余剰空気を排気することができる、深層曝気装置を提供することを目的とする。   Therefore, the present invention provides a simple configuration, when there is a problem with the exhaust device for surplus air, without being entangled with the hose of the exhaust device, without causing the problem that the hose floats and is exposed on the surface of the water. An object of the present invention is to provide a deep layer aeration apparatus capable of exhausting excess air with certainty.

本発明者らは、上記課題を鋭意検討した結果、水中に浸漬して自立可能な装置本体と、この装置本体に設けられた装置本体内のエアーを排出する排気管とを備える、深層曝気装置であって、前記装置本体の上部と前記装置本体外部とを連通する1以上の流路を備え、この流路の一端は、前記装置本体の上部のエアー層に面し、他端は通常使用時における反転水面より低い位置に設けられているという簡単な構成で、排気装置のホースと絡むことなく、強制排気ホースが水面に露出しない深層曝気装置が得られることを見出し、本発明を完成した。   As a result of earnestly examining the above problems, the inventors of the present invention have a deep aeration apparatus including an apparatus main body that can be immersed in water and can stand on its own, and an exhaust pipe that discharges air in the apparatus main body provided in the apparatus main body. And having one or more flow paths communicating between the upper part of the apparatus main body and the outside of the apparatus main body, one end of the flow path facing the air layer on the upper part of the apparatus main body, and the other end being normally used. The present invention was completed by finding that a deep aeration apparatus in which the forced exhaust hose is not exposed to the water surface can be obtained without being entangled with the exhaust apparatus hose with a simple configuration of being provided at a position lower than the reversing water surface at the time. .

上記流路は、装置本体に取り付けられていてもよく、あるいは装置本体の一部であってもよい。   The flow path may be attached to the apparatus main body, or may be a part of the apparatus main body.

前記流路は、装置本体内に設けられていてもよく、装置本体外に設けられていてもよく、あるいは装置本体内から装置本体外に渡って設けられていてもよい。   The flow path may be provided inside the apparatus main body, may be provided outside the apparatus main body, or may be provided from inside the apparatus main body to outside the apparatus main body.

前記流路は、チャンバ箱を介して連結されていてもよい。   The flow path may be connected via a chamber box.

本発明の深層曝気装置では、前記装置本体の上部と前記装置本体外部とを連通する1以上の流路を備える。この流路の一端は、前記装置本体の上部のエアー層に面し、他端は通常使用時における反転水面より低い位置に設けられている。このように、本発明の排気路の構成は簡易である。また、この構成により、装置内で、排気路の出口より低い位置まで余剰空気が増加した場合に、余剰空気を効率よく排出することができる。また、ホースの出口を水面上まで設ける必要がないので、排気装置のホースと絡むという問題を生じない。   The deep aeration apparatus according to the present invention includes one or more flow paths that communicate between the upper part of the apparatus main body and the outside of the apparatus main body. One end of this flow path faces the air layer above the apparatus main body, and the other end is provided at a position lower than the reversal water surface during normal use. Thus, the configuration of the exhaust path of the present invention is simple. Further, with this configuration, when the excess air increases to a position lower than the outlet of the exhaust passage in the apparatus, the excess air can be efficiently discharged. Moreover, since it is not necessary to provide the outlet of the hose up to the surface of the water, there is no problem of being entangled with the hose of the exhaust device.

また、本発明の深層曝気装置において水面に通ずる排気ホースを有する構造のものでは、緊急排気時に排出された空気は、水泡となって水中を上昇する。このため、水面を観察し水泡が観察されれば、深層曝気装置内で余剰空気が多量に発生していることが容易に把握できる。これにより、装置に何らかの異常が生じていることが把握できる。すなわち、本発明の深層曝気装置では、特に検知手段を設けなくても、装置内に多量の余剰空気が発生したことを検知することができる。   Further, in the deep aeration apparatus of the present invention having a structure having an exhaust hose that communicates with the water surface, the air discharged during emergency exhaust rises into the water as water bubbles. For this reason, if the water surface is observed and water bubbles are observed, it can be easily grasped that a large amount of excess air is generated in the deep aeration apparatus. Thereby, it can be understood that some abnormality has occurred in the apparatus. That is, in the deep layer aeration apparatus of the present invention, it is possible to detect that a large amount of surplus air is generated in the apparatus without providing any detection means.

図1は、流路を設ける本発明の深層曝気装置の一例を示す要部断面図である。FIG. 1 is a cross-sectional view of an essential part showing an example of a deep layer aeration apparatus of the present invention in which a flow path is provided. 図2は、本発明の流路の機能を説明するための図である。FIG. 2 is a diagram for explaining the function of the flow path of the present invention. 図3は、本発明の深層曝気装置において流路の一例を示す図である。FIG. 3 is a diagram showing an example of a flow path in the deep aeration apparatus of the present invention. 図4は、本発明の深層曝気装置において流路の別の一例を示す図である。FIG. 4 is a diagram showing another example of the flow path in the deep aeration apparatus of the present invention. 図5は、本発明の深層曝気装置において流路の別の一例を示す図である。FIG. 5 is a diagram showing another example of the flow path in the deep aeration apparatus of the present invention. 図6は、本発明の深層曝気装置において流路の別の一例を示す図である。FIG. 6 is a diagram showing another example of the flow path in the deep aeration apparatus of the present invention. 図7は、本発明の深層曝気装置において装置の外筒が流路を構成する一例を示す図である。FIG. 7 is a diagram showing an example in which the outer cylinder of the apparatus constitutes a flow path in the deep aeration apparatus of the present invention. 図8は、従来の深層曝気装置1を示す概念図である。FIG. 8 is a conceptual diagram showing a conventional deep layer aeration apparatus 1.

以下に、本発明を実施するための最良の形態について、図面を参照しながら、詳細に説明する。図1は、流路を設ける本発明の深層曝気装置21の一例を示す要部断面図である。この図の例では、水中に浸漬して自立可能な装置本体24に、装置本体内のエアーを排出する排気管23と、前記装置本体24の上部と前記装置本体24外部とを連通する1以上の流路25とを備える。また、他の構成については、図7に記載のものと同一である。本発明では、この流路を用いて、排気管内で排気障害を生じた場合に、緊急排気を行う。   The best mode for carrying out the present invention will be described below in detail with reference to the drawings. FIG. 1 is a cross-sectional view of an essential part showing an example of a deep layer aeration apparatus 21 of the present invention in which a flow path is provided. In the example of this figure, the apparatus main body 24 that can be self-supported by being immersed in water is connected to the exhaust pipe 23 for discharging the air in the apparatus main body, and the upper part of the apparatus main body 24 and the outside of the apparatus main body 24 are communicated. The flow path 25 is provided. Other configurations are the same as those shown in FIG. In the present invention, this channel is used to perform emergency exhaust when an exhaust failure occurs in the exhaust pipe.

上記流路24の一端26は、前記装置本体24の上部のエアー層30に面して、他端27は通常使用時における反転水面L2より低い位置に設けられている。多管構造の深層曝気装置22では、装置の中心部の管または周縁部に導入された水は内筒28から外筒29あるいは外筒29から内筒28に反転しながら移動する。この図の例では、装置の中心部の管に導入された水は内筒27から外筒28に反転しながら移動する。   One end 26 of the flow path 24 faces the air layer 30 above the apparatus main body 24, and the other end 27 is provided at a position lower than the reversal water surface L2 during normal use. In the deep aeration apparatus 22 having a multi-tube structure, the water introduced into the central tube or the peripheral part of the apparatus moves while being reversed from the inner cylinder 28 to the outer cylinder 29 or from the outer cylinder 29 to the inner cylinder 28. In the example of this figure, the water introduced into the central tube of the apparatus moves while being reversed from the inner cylinder 27 to the outer cylinder 28.

また、水と空気とを効率よく混合するために、装置下部から圧縮空気が導入される。混合水を効率よく反転させるため、装置本体24の上部にエアー層30を形成させる。上記流路25の一端26は、前記装置本体24の上部のエアー層30に面する。エアー層24と水層との境目に反転水面L2が形成される。上記流路25の他端27は、通常使用時における反転水面L2より低い位置に設けられている。反転水面L2の位置は、装置本体24内のエアーを排出する排気管23の先端に設けたバルブ22の調整により排気されるエアーの圧力と供給する圧縮空気の圧力とを調整して、装置本体24内の適切な位置に決定する。例えば、反転水位L2の位置が高い場合、排気管23から水が排出される、この場合、空気の供給量を増やして、反転水位L2の位置を下げる。一方、反転水位L2の位置が低い場合は、流路25から空気が排出される。空気の排出は、水面から水泡が発生していることを観察する。この場合、空気の供給量を減らして、反転水位L2の位置を上げる。この反転水位L2の位置は、排気装置に設けられた制御バルブ22により制御する。   Moreover, in order to mix water and air efficiently, compressed air is introduced from the lower part of the apparatus. In order to invert the mixed water efficiently, an air layer 30 is formed on the upper part of the apparatus main body 24. One end 26 of the flow path 25 faces the air layer 30 above the apparatus main body 24. A reverse water surface L2 is formed at the boundary between the air layer 24 and the water layer. The other end 27 of the flow path 25 is provided at a position lower than the reverse water surface L2 during normal use. The position of the reversal water surface L2 is adjusted by adjusting the pressure of the air exhausted by adjusting the valve 22 provided at the tip of the exhaust pipe 23 for discharging the air in the apparatus main body 24 and the pressure of the compressed air to be supplied. Determine the appropriate position within 24. For example, when the position of the reverse water level L2 is high, water is discharged from the exhaust pipe 23. In this case, the supply amount of air is increased and the position of the reverse water level L2 is lowered. On the other hand, when the position of the reverse water level L2 is low, air is discharged from the flow path 25. When discharging air, observe that water bubbles are generated from the water surface. In this case, the amount of air supply is reduced and the position of the inversion water level L2 is increased. The position of the inverted water level L2 is controlled by a control valve 22 provided in the exhaust device.

本発明では、本発明の流路25の他端27から空気が流出しない限り、装置内部の反転水面L2の水位と流路25の他端27から流路25に浸入した水の水位がほぼ同じであることを用いる。図2は、本発明の流路の機能を説明するための図である。図2(a)は、流路を設ける深層曝気装置において正常運転時の状態を示す図である。この図の例では、正常運転時における反転水面L2の水位と流路25の他端27から流路25に浸入した水の水位L3は、ほぼ同じである。図2(b)は、排出路がキンクなどして排気障害を起こし始めた状態を示す図である。図2(b)に示すように、装置本体24内のエアー層30が増加し、反転水面L2の水位が下がると共に、流路他端27から流路25に浸入した水の水位L3も下がる。この図の例では、L2とL3の水位は、図2(a)の場合より低いが、ほぼ同じである。図2(c)に示すように、排気障害がさらに進行し、装置内の余剰空気が更に増加して反転水面L2の水位が流路の他端27の開口部より下まで下がると、流路の他端27から余剰空気が排出される。流路の他端27からの余剰空気は、反転水面L2の水位が少なくとも流路の他端27の開口部まで上昇するまで排出される。その後、排出障害が解消され、正常運転されるようになると、反転水面L2の水位と流路の他端27から流路25に浸入した水の水位L3は図2(a)の状態に戻る。   In the present invention, unless the air flows out from the other end 27 of the flow path 25 of the present invention, the water level of the reversal water surface L2 inside the apparatus and the water level of the water that has entered the flow path 25 from the other end 27 of the flow path 25 are substantially the same. Is used. FIG. 2 is a diagram for explaining the function of the flow path of the present invention. Fig.2 (a) is a figure which shows the state at the time of normal operation in the deep layer aeration apparatus which provides a flow path. In the example of this figure, the water level L2 of the reverse water surface L2 during normal operation and the water level L3 of water that has entered the flow channel 25 from the other end 27 of the flow channel 25 are substantially the same. FIG. 2B is a diagram illustrating a state in which the exhaust path has started to cause exhaust failure due to kinking or the like. As shown in FIG. 2B, the air layer 30 in the apparatus main body 24 is increased, the water level of the reversal water surface L2 is lowered, and the water level L3 that has entered the flow path 25 from the other end 27 of the flow path is also lowered. In the example of this figure, the water levels of L2 and L3 are lower than in the case of FIG. As shown in FIG. 2 (c), when the exhaust failure further progresses, and surplus air in the apparatus further increases and the water level of the reversal water surface L2 falls below the opening of the other end 27 of the flow path, Excess air is discharged from the other end 27. Excess air from the other end 27 of the flow path is discharged until the water level of the reversal water surface L2 rises to at least the opening of the other end 27 of the flow path. Thereafter, when the discharge failure is resolved and normal operation is started, the water level L3 of the reverse water surface L2 and the water level L3 that has entered the flow path 25 from the other end 27 of the flow path return to the state of FIG.

本発明において、流路25の一端26は、装置本体24の上面または上側部に設けられている。流路25の一端26は、初期設定時または正常運転時に、余剰空気が存在する部位に開口している。流路25の他端27は、初期設定時または正常運転時に、反転水面L2より下になる位置より下で、エアー層10に余剰空気が溜まり過ぎて深層曝気装置22が浮上などを起こさない部位に開口している。したがって、流路25の他端27は、装置本体24で流路25の一端26が設けられる位置より、低い位置に設けられる。流路25の一端26および他端27を設ける位置は、曝気装置の大きさ(容積、装置全体の高さ、内筒の高さ、内径など)や処理量に応じて、任意に設定することができる。   In the present invention, one end 26 of the flow path 25 is provided on the upper surface or the upper side of the apparatus main body 24. One end 26 of the flow path 25 opens at a site where excess air exists during initial setting or normal operation. The other end 27 of the flow path 25 is a portion below the position below the reversal water surface L2 at the time of initial setting or normal operation, where excess air accumulates excessively in the air layer 10 and the deep aeration apparatus 22 does not rise. Is open. Therefore, the other end 27 of the flow path 25 is provided at a position lower than the position where the one end 26 of the flow path 25 is provided in the apparatus main body 24. The positions where the one end 26 and the other end 27 of the flow path 25 are provided are arbitrarily set according to the size (volume, height of the entire apparatus, height of the inner cylinder, inner diameter, etc.) of the aeration apparatus and the processing amount. Can do.

本発明において、流路25が上記機能を奏するものであれば、流路の形状や構造、個数などに特に制限はない。流路25は、装置本体24の外側または内側に付設させてもよく、装置本体24の一部が流路25を構成するものであってもよい。   In the present invention, the shape, structure, number, etc. of the flow channel are not particularly limited as long as the flow channel 25 has the above function. The flow path 25 may be provided outside or inside the apparatus main body 24, and a part of the apparatus main body 24 may constitute the flow path 25.

流路は、ホース状、パイプ状、ダクト状などの管状物を装置本体に設けてもよい。図3は、本発明の深層曝気装置において流路の一例を示す図である。この図の例では、ホース状、パイプ状、ダクト状などの管状物を装置本体の外側に設けるものである。図3(a)に示すように、ホース状のように可撓性の管状物を設ける場合は、装置本体の壁面に固定することとしてもよい。また、この図の例以外に、装置本体の上部または上側部に孔を開け、この孔にパイプなどを固定することとしてもよい。   The flow path may be provided with a tubular object such as a hose shape, a pipe shape, or a duct shape in the apparatus main body. FIG. 3 is a diagram showing an example of a flow path in the deep aeration apparatus of the present invention. In the example of this figure, tubular objects such as a hose shape, a pipe shape, and a duct shape are provided outside the apparatus main body. As shown to Fig.3 (a), when providing a flexible tubular thing like a hose shape, it is good also as fixing to the wall surface of an apparatus main body. In addition to the example of this figure, a hole may be formed in the upper part or upper part of the apparatus main body, and a pipe or the like may be fixed in this hole.

図4は、本発明の深層曝気装置において流路の別の一例を示す図である。この図の例では、ホース状、パイプ状、ダクト状などの管状物を装置本体の内側に設けるものである。図4(a)の例に示すように、装置本体24の上側部に孔を開け、屈曲した管状物を取り付けた形態にしてもよい。また、図4(b)の例に示すように、装置本体24の上側部に複数の孔を開け、分岐管を有する管状物で、孔間を連結する形態としてもよい。この場合、分岐管は、エアー層内に開口している。   FIG. 4 is a diagram showing another example of the flow path in the deep aeration apparatus of the present invention. In the example of this figure, tubular objects such as a hose shape, a pipe shape, and a duct shape are provided inside the apparatus main body. As shown in the example of FIG. 4A, a configuration may be adopted in which a hole is formed in the upper portion of the apparatus main body 24 and a bent tubular object is attached. Moreover, as shown in the example of FIG. 4B, a plurality of holes may be formed in the upper portion of the apparatus main body 24, and a tubular object having a branch pipe may be connected between the holes. In this case, the branch pipe opens into the air layer.

図5は、本発明の深層曝気装置において流路の別の一例を示す図である。図5の例では、上記流路は、壁面に部材を固定して管状構造を形成させている。図5の例では、半円柱の部材を装置内壁に固定して流路を形成する。壁面に固定する部材としては、例えば、半円柱、半角柱(V字状、コの字状など)、U字状柱などの半管を用いる。   FIG. 5 is a diagram showing another example of the flow path in the deep aeration apparatus of the present invention. In the example of FIG. 5, the channel has a tubular structure formed by fixing a member to a wall surface. In the example of FIG. 5, a semi-cylindrical member is fixed to the inner wall of the apparatus to form a flow path. As a member to be fixed to the wall surface, for example, a half tube such as a half cylinder, a half prism (V shape, U shape, etc.), a U shape column, or the like is used.

図6は、本発明の深層曝気装置において流路の別の一例を示す図である。上記流路は、連続した環状物や半管でなくてもよい。例えば、図6に示すように複数の管状物や半管をコネクタなどのチャンバ箱31で連結してもよい。   FIG. 6 is a diagram showing another example of the flow path in the deep aeration apparatus of the present invention. The flow path may not be a continuous annular object or a half tube. For example, as shown in FIG. 6, a plurality of tubular objects or half tubes may be connected by a chamber box 31 such as a connector.

図7は、装置の外筒が流路を構成する一例を示す図である。この図の例では、装置本体24の外筒28を上部28aとそれ以外の部材28bで形成する。外筒28の上部28aの内径は、それ以外の部材28bの外径より大きく、外筒28の上部28aとそれ以外の部材28bとは、嵌合する。例えば、外筒28の上部28aとそれ以外の部材28bとの両者を嵌合する際に、1以上の流路が得られるように、外筒28の上部28aの内面またはそれ以外の部材28bの外面に溝部を形成しておく。接合の方法は、水底に設置し使用する場合に安全に使用することができる強度が得られるものであれば、公知の方法でよい。この例による流路は、装置本体の上部とそれ以外の部材との間の空間で形成される。   FIG. 7 is a diagram illustrating an example in which the outer cylinder of the apparatus forms a flow path. In the example of this figure, the outer cylinder 28 of the apparatus main body 24 is formed by an upper portion 28a and other members 28b. The inner diameter of the upper portion 28a of the outer cylinder 28 is larger than the outer diameter of the other members 28b, and the upper portion 28a of the outer cylinder 28 and the other members 28b are fitted. For example, when fitting both the upper part 28a of the outer cylinder 28 and the other member 28b, one or more flow paths can be obtained so that the inner surface of the upper part 28a of the outer cylinder 28 or the other member 28b can be obtained. A groove is formed on the outer surface. The joining method may be a known method as long as it provides a strength that can be used safely when installed on the water bottom. The flow path according to this example is formed in a space between the upper part of the apparatus main body and other members.

本発明において、装置本体24の上部と前記装置本体外部とを連通する流路25は、過剰空気を有効に排出することができるものであれば、1以上設ければよい。流路25が管状構造の場合は、流路25は複数で構成されていてもよい。流路が複数であると、1の流路が何らかの理由で閉塞しても、過剰空気を排出することができる。また、装置本体の周囲に複数の流路を均等に設置することで、バランスよく過剰空気を排出することができる。   In the present invention, the flow path 25 that communicates the upper portion of the apparatus main body 24 and the outside of the apparatus main body may be provided by one or more as long as it can effectively discharge excess air. When the flow path 25 has a tubular structure, the flow path 25 may be composed of a plurality. When there are a plurality of flow paths, excess air can be discharged even if one flow path is blocked for some reason. Further, by arranging a plurality of flow paths uniformly around the apparatus main body, excess air can be discharged in a well-balanced manner.

本発明において、流路を設ける深層曝気装置は、図1に示す例に限られず、装置本体上部にエアー層が形成されるものに広く適用することができる。また、例えば、公知の緊急排気ホースを設けた深層曝気装置の緊急排気ホースを除去した後の孔に本発明にかかる流路を設けることもできる。また、公知の深層曝気装置に、本発明にかかる流路を設けることもできる。例えば、特開2007−229662号公報や特開2011−98265号公報に記載されている浅層曝気装置に、さらに本発明にかかる流路を設けてもよい。2重管構造に限らず、装置本体上部に余剰空気が溜まる構造の深層曝気装置であれば、その構造に関係なく適用することができる。例えば、特開2003−220396号公報に記載される単管構造であってもよく、装置が多重管構造を有するものであってもよい。すなわち、本発明にかかる流路を設ける深層曝気装置は、装置内でエアー層を形成する方式のものであれば、全ての方式の深層曝気装置に適用することができる。   In the present invention, the deep aeration apparatus provided with the flow path is not limited to the example shown in FIG. 1, and can be widely applied to an apparatus in which an air layer is formed on the upper part of the apparatus main body. For example, the flow path concerning this invention can also be provided in the hole after removing the emergency exhaust hose of the deep layer aeration apparatus provided with the well-known emergency exhaust hose. Moreover, the flow path concerning this invention can also be provided in a well-known deep layer aeration apparatus. For example, a flow path according to the present invention may be further provided in the shallow aeration apparatus described in Japanese Patent Application Laid-Open No. 2007-229662 and Japanese Patent Application Laid-Open No. 2011-98265. The present invention is not limited to the double pipe structure, and can be applied regardless of the structure as long as it is a deep layer aeration apparatus having a structure in which excess air accumulates in the upper part of the apparatus main body. For example, the single tube structure described in Japanese Patent Application Laid-Open No. 2003-220396 may be used, and the apparatus may have a multiple tube structure. That is, the deep aeration apparatus provided with the flow path according to the present invention can be applied to all types of deep aeration apparatuses as long as the air layer is formed in the apparatus.

本発明の深層曝気装置を用いれば、簡単な構成で効率よく余剰空気を排出することができる。また、外部に設ける流路がないか、あっても極めて短い。この結果。従来の緊急排気ホースを用いる場合のように、緊急排気ホースが固着などにより機能しなくなるという問題を生じない。また、湖沼などの水位が下がった場合でも、調整の必要はない。   If the deep layer aeration apparatus of the present invention is used, excess air can be efficiently discharged with a simple configuration. Moreover, even if there is no channel provided outside, it is extremely short. As a result. As in the case of using a conventional emergency exhaust hose, there is no problem that the emergency exhaust hose stops functioning due to sticking or the like. Also, even if the water level in the lake or the like falls, no adjustment is necessary.

1 深層曝気装置
2 湖底
3 フロート
4 装置本体
5 送気ホース
6 散気管
7 内筒
8 外筒
9 出口
10 エアー溜め室
11 排気装置
12 排気フロート
13 排気ホース
14 排気弁
15 緊急排気ホース
16 シンカー
21 深層曝気装置
23 排気管
24 装置本体
25 流路
26 一端
27 他端
28 内筒
29 外筒
30 エアー層
31 チャンバ箱
DESCRIPTION OF SYMBOLS 1 Deep layer aeration apparatus 2 Lake bottom 3 Float 4 Apparatus main body 5 Air supply hose 6 Air diffuser tube 7 Inner cylinder 8 Outer cylinder 9 Outlet 10 Air reservoir chamber 11 Exhaust device 12 Exhaust float 13 Exhaust hose 14 Exhaust valve 15 Emergency exhaust hose 16 Sinker 21 Deep layer Aeration device 23 Exhaust pipe 24 Device body 25 Flow path 26 One end 27 The other end 28 Inner tube 29 Outer tube 30 Air layer 31 Chamber box

Claims (4)

水中に浸漬して自立可能な装置本体と、この装置本体に設けられた装置本体内のエアーを排出する排気管とを備える、深層曝気装置であって、
前記装置本体の上部と前記装置本体外部とを連通する1以上の流路を備え、この流路の一端は、前記装置本体の上部のエアー層に面し、他端は通常使用時における反転水面より低い位置に設けられている、深層曝気装置。
A deep aeration apparatus comprising a device main body that can be immersed and self-supported in water, and an exhaust pipe that discharges air in the device main body provided in the device main body,
One or more flow paths communicating the upper part of the apparatus main body and the outside of the apparatus main body, one end of the flow path facing the air layer on the upper part of the apparatus main body, and the other end of the reverse water surface during normal use A deep aeration device provided at a lower position.
前記流路は、装置本体に取り付けられている、あるいは装置本体の一部である、請求項1記載の深層曝気装置。 The deep aeration apparatus according to claim 1, wherein the flow path is attached to the apparatus main body or is a part of the apparatus main body. 前記流路は、装置本体内に設けられている、装置本体外に設けられている、あるいは装置本体内から装置本体外に渡って設けられている、請求項1または2記載の深層曝気装置。 The deep aeration apparatus according to claim 1 or 2, wherein the flow path is provided in the apparatus main body, provided outside the apparatus main body, or provided from the apparatus main body to the outside of the apparatus main body. 前記流路は、チャンバ箱を介して連結されている、請求項1〜3のいずれかに記載の深層曝気装置。 The deep channel aeration apparatus according to claim 1, wherein the flow path is connected via a chamber box.
JP2011230880A 2011-10-20 2011-10-20 Deep aeration equipment Active JP5702260B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011230880A JP5702260B2 (en) 2011-10-20 2011-10-20 Deep aeration equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2011230880A JP5702260B2 (en) 2011-10-20 2011-10-20 Deep aeration equipment

Publications (2)

Publication Number Publication Date
JP2013086056A true JP2013086056A (en) 2013-05-13
JP5702260B2 JP5702260B2 (en) 2015-04-15

Family

ID=48530548

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2011230880A Active JP5702260B2 (en) 2011-10-20 2011-10-20 Deep aeration equipment

Country Status (1)

Country Link
JP (1) JP5702260B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105417740A (en) * 2014-09-17 2016-03-23 郑伟 Method and device for stratification aeration in deep-water lake
CN105481118A (en) * 2014-09-16 2016-04-13 郑伟 Method and device for oxygenation of lake and reservoir bottom layers
CN107043172A (en) * 2016-02-06 2017-08-15 郑伟 A kind of equipment for increasing oxygen content of water

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2299903A1 (en) * 1975-02-07 1976-09-03 Vansteene Jean Gas diffusion into liquids esp. for water treatment - such as aeration of waste waters chlorination etc.
US4060574A (en) * 1971-06-01 1977-11-29 Atlas Copco Aktiebolag Device for lake restoration by oxygen-enriching of the water
JPH0716592A (en) * 1993-06-30 1995-01-20 Marsima Aqua Syst Corp Aerator for reservoir, etc.
JPH09314172A (en) * 1996-05-22 1997-12-09 Shinko Pantec Co Ltd Deep layer aeration device for reservoir or the like
JPH09314175A (en) * 1996-05-27 1997-12-09 Shinko Pantec Co Ltd Deep layer aeration device for reservoir or the like
JP2005058954A (en) * 2003-08-19 2005-03-10 Marsima Aqua System Corp Deep aeration device
JP2007229662A (en) * 2006-03-02 2007-09-13 Japan Water Agency Submerged combined aerator
JP2008264711A (en) * 2007-04-23 2008-11-06 Japan Water Agency Submerged combined aerator
JP2011098256A (en) * 2009-11-04 2011-05-19 Japan Water Agency Submerged combined aerator
JP2012061423A (en) * 2010-09-16 2012-03-29 Marsima Aqua System Corp Deep aeration device

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4060574A (en) * 1971-06-01 1977-11-29 Atlas Copco Aktiebolag Device for lake restoration by oxygen-enriching of the water
FR2299903A1 (en) * 1975-02-07 1976-09-03 Vansteene Jean Gas diffusion into liquids esp. for water treatment - such as aeration of waste waters chlorination etc.
JPH0716592A (en) * 1993-06-30 1995-01-20 Marsima Aqua Syst Corp Aerator for reservoir, etc.
JPH09314172A (en) * 1996-05-22 1997-12-09 Shinko Pantec Co Ltd Deep layer aeration device for reservoir or the like
JPH09314175A (en) * 1996-05-27 1997-12-09 Shinko Pantec Co Ltd Deep layer aeration device for reservoir or the like
JP2005058954A (en) * 2003-08-19 2005-03-10 Marsima Aqua System Corp Deep aeration device
JP2007229662A (en) * 2006-03-02 2007-09-13 Japan Water Agency Submerged combined aerator
JP2008264711A (en) * 2007-04-23 2008-11-06 Japan Water Agency Submerged combined aerator
JP2011098256A (en) * 2009-11-04 2011-05-19 Japan Water Agency Submerged combined aerator
JP2012061423A (en) * 2010-09-16 2012-03-29 Marsima Aqua System Corp Deep aeration device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105481118A (en) * 2014-09-16 2016-04-13 郑伟 Method and device for oxygenation of lake and reservoir bottom layers
CN105417740A (en) * 2014-09-17 2016-03-23 郑伟 Method and device for stratification aeration in deep-water lake
CN105417740B (en) * 2014-09-17 2018-08-17 郑伟 A kind of device of surface water layering oxygenation
CN107043172A (en) * 2016-02-06 2017-08-15 郑伟 A kind of equipment for increasing oxygen content of water

Also Published As

Publication number Publication date
JP5702260B2 (en) 2015-04-15

Similar Documents

Publication Publication Date Title
KR102552588B1 (en) Floating apparatus for membrane biofilm reactor and process for water treatment
JP5062140B2 (en) Method of operating diffuser and diffuser
JP6866617B2 (en) Membrane separation activated sludge device, water treatment method
JP5702260B2 (en) Deep aeration equipment
JP4648782B2 (en) Aeration equipment
JP2007307450A (en) Bubble generating device
JP4990259B2 (en) Air pumping equipment
JP2006264343A (en) Generating enrichment floating body
JP4747006B2 (en) Submerged combined aeration equipment
WO2012118000A1 (en) Water hammer generation device
JP6530992B2 (en) Surface intake water circulation system
JP2006344476A (en) Exhaust gas dilution device of fuel cell
JP2009022847A (en) Aeration mixing and circulation equipment
JP2008114098A (en) Microbubble generation nozzle and microbubble generation device
JPH08299982A (en) Aeration device for bottom water layer
JP4943482B2 (en) Underwater aerator
KR102288440B1 (en) Gas dissolution apparatus and micro bubble generator comprising same
JP2002186840A (en) Fine bubbles production method and device therefor
JP4677648B2 (en) Water quality measuring device
JP5774848B2 (en) Water quality improvement device and water quality improvement method
JP5356182B2 (en) Submerged combined aeration equipment
KR20200142964A (en) Micro bubble nozzle and micro bubble generator comprising same
JP2008049215A (en) Distributed aeration device
JPH07275884A (en) Large capacity deep water aeration device
JPH091185A (en) Water purifying device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20131106

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20141120

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20141125

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20150119

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20150203

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20150219

R150 Certificate of patent or registration of utility model

Ref document number: 5702260

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250