JP2006167675A - Algae treatment device and method - Google Patents

Algae treatment device and method Download PDF

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JP2006167675A
JP2006167675A JP2004367083A JP2004367083A JP2006167675A JP 2006167675 A JP2006167675 A JP 2006167675A JP 2004367083 A JP2004367083 A JP 2004367083A JP 2004367083 A JP2004367083 A JP 2004367083A JP 2006167675 A JP2006167675 A JP 2006167675A
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algae
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JP4163176B2 (en
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Tadashi Daiho
忠司 大保
Shinta Kunitomo
新太 國友
Kenichi Sasaki
賢一 佐々木
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Ebara Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an algae treatment device which performs treatment according to the growth state of individual algae to enable an efficient inactivation treatment. <P>SOLUTION: The algae treatment device inactivates algae floating in water to be treated. The algae treatment device has a separation treatment part 3 for separating gregarious algae G from the water to be treated, introduced into a passage 2 of the water to be treated, opening in the water to be treated, and an inactivation treatment part 4 for electrically treating the water to be treated, having passed through the separation treatment part 3, to inactivate the algae remaining in the water to be treated. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、湖沼、貯水池、貯水槽等の被処理水中で放電等を行って水中で種々の処理を行う藻類処理装置及び方法に閲する。   The present invention relates to an algae treatment apparatus and method for performing various treatments in water by performing discharge or the like in treated water such as lakes, reservoirs, and water tanks.

水中の殺菌方法として、被処理水中に浸漬させた電極間に被処理水の絶縁破壊電圧未満の電圧を印加する電界処理法が知られているが、さらに電圧を上昇させて水の絶縁破壊電圧以上の電圧を印加すると、電極間で放電を起こす。この放電に伴って紫外線や衝撃波等が発生することが知られており、これらは水中での各種の処理に利用することができる。   As an underwater sterilization method, an electric field treatment method is known in which a voltage lower than the dielectric breakdown voltage of water to be treated is applied between electrodes immersed in the water to be treated. When the above voltage is applied, discharge occurs between the electrodes. It is known that ultraviolet rays and shock waves are generated along with this discharge, and these can be used for various treatments in water.

例えば、特許文献1には、水中でのパルス放電を用いて、取水口や船舶の船底等の水中の各種設備に付着する貝類・藻類などの水生生物の付着を防止する技術が開示されている。この技術では、設備の水生生物の付着位置に、一対の放電用電極を対向して設置し、放電による処理効率を向上させるようにしている。   For example, Patent Document 1 discloses a technique for preventing adhesion of aquatic organisms such as shellfish and algae that adhere to various underwater facilities such as water intakes and ship bottoms using pulse discharge in water. . In this technique, a pair of discharge electrodes are installed opposite to each other at the attachment position of aquatic organisms in the facility so as to improve the treatment efficiency by discharge.

ところで、近年、富栄養化等の原因によって、各地の湖沼、貯水池、あるいは貯水槽等(以下、被処理水と言う。)において、アオコと呼ばれる藍藻プランクトンの大量発生が起こり、悪臭等の水辺の環境問題や、また、有毒物質の生成等の問題を引き起こしている。このようなアオコの発生の抑制や除去の方法として、上記の水中パルス放電は、薬品による除去よりも費用が安い、二次汚染の危険が少ない、等の利点が有ると考えられる。   By the way, due to eutrophication in recent years, large quantities of blue-green algae plankton called aoko have occurred in various lakes, reservoirs, or water tanks (hereinafter referred to as treated water), and watersides such as bad odors have been generated. It causes environmental problems and the generation of toxic substances. As a method for suppressing or removing the occurrence of such abalone, it is considered that the above-described underwater pulse discharge has advantages such as lower cost than chemical removal and less risk of secondary contamination.

しかしながら、上記従来の技術のような、電極を局所的に配置するような構成では、アオコのような広い領域に発生する水生生物を処理することが難しい。そこで、被処理水中に開口する被処理水流路中に被処理水を処理部に導くようにすることが考えられる。そして、このような藻類処理装置を船体に取り付けることにより、発生している領域や発生が予測される領域へ移動しつつ処理することにより、効率的な処理がなされる。   However, it is difficult to treat aquatic organisms generated in a wide area such as a giant sea bream with a configuration in which electrodes are locally disposed as in the conventional technique. In view of this, it is conceivable that the water to be treated is guided to the treatment section in the water passage to be treated that opens in the water to be treated. And by attaching such an algae processing apparatus to a hull, it processes efficiently, by moving to the area | region which generate | occur | produces and the area | region where generation | occurrence | production is estimated.

特開2004−81119号公報JP 2004-81119 A

被処理水流路中に取り入れた被処理水には、様々な生態の藻類が含まれている。アオコの発生の原因となる藻類は、繁殖が進行して群生化するほど浮上してくるので、このような状態のものも当然多く存在する。しかしながら、藻類が群体を形成するのは、増殖の末期であるため、これを処理しても増殖を抑制するには有効ではない。処理すべきは、分散して存在し、これから増殖する藻類であるが、これを含む被処理水を処理しても効率が悪く、処理にかかる時間やエネルギー消費量が大きくなってしまう。   The treated water taken into the treated water flow path contains various ecological algae. Of course, there are many algae that cause the occurrence of blue-green sea urchins, as they grow as they grow and colonize. However, since algae form colonies at the end of growth, treatment of these algae is not effective for suppressing growth. What is to be treated is algae that exist in a dispersed manner and will proliferate in the future. However, even if the water to be treated containing this is treated, the efficiency is poor, and the time and energy consumption for the treatment become large.

本発明は、前記事情に鑑みて為されたもので、アオコのような藻類の個々の発生状況に応じた処理を行って、効率の良い不活化処理を行うことができるような藻類処理装置及び方法を提供することを目的とする。   The present invention has been made in view of the above circumstances, and provides an algal treatment apparatus capable of performing an efficient inactivation treatment by performing a treatment according to the state of occurrence of each algae such as a sea lion. It aims to provide a method.

前記目的を達成するために、請求項1に記載の藻類処理装置は、被処理水に浮遊する藻類を不活化する藻類処理装置であって、前記被処理水中に開口する被処理水流路中に取り入れた被処理水から群生した藻類を分離する分離処理部と、前記分離処理部を通過した被処理水を電気的に処理して該被処理水中に残留する藻類を不活化する不活化処理部とを有することを特徴とする。   In order to achieve the above object, the algal treatment apparatus according to claim 1 is an algae treatment apparatus that inactivates algae floating in the treated water, wherein the algae treating apparatus is disposed in the treated water flow path that opens in the treated water. A separation processing unit that separates the algae grown from the treated water taken in, and an inactivation processing unit that inactivates the algae remaining in the treated water by electrically treating the treated water that has passed through the separation processing unit It is characterized by having.

請求項2に記載の藻類処理装置は、被処理水に浮遊する藻類を不活化する藻類処理装置であって、前記被処理水中に開口する被処理水流路中に取り入れた被処理水中に含まれる藻類を濃縮する濃縮処理部と、前記濃縮処理部を通過した被処理水を電気的に処理して該被処理水中の藻類を不活化する不活化処理部とを有することを特徴とする。   The algae treatment apparatus according to claim 2 is an algae treatment apparatus that inactivates algae floating in the treated water, and is contained in the treated water taken into the treated water flow path that opens in the treated water. It has a concentration process part which concentrates algae, and an inactivation process part which inactivates algae in the treated water by electrically treating treated water that has passed through the concentration process part.

請求項3に記載の藻類処理装置は、被処理水に浮遊する藻類を不活化する藻類処理装置であって、前記被処理水中に開口する被処理水流路中に取り入れた被処理水から群生した藻類を分離する分離処理部と、前記分離処理部を通過した被処理水を電気的に処理して該被処理水中に含まれる藻類を濃縮する濃縮処理部と、前記分離処理部を通過した被処理水を電気的に処理して該被処理水中に残留する藻類を不活化する不活化処理部とを有することを特徴とする。   The algae treatment apparatus according to claim 3 is an algae treatment apparatus that inactivates algae floating in the treated water, and the algae treatment apparatus is clustered from the treated water taken into the treated water flow path that opens in the treated water. A separation processing unit that separates algae, a concentration processing unit that electrically treats water to be treated that has passed through the separation processing unit to concentrate algae contained in the water to be treated, and a target that has passed through the separation processing unit. And an inactivation treatment unit that inactivates algae remaining in the water to be treated by electrically treating the treated water.

請求項4に記載の藻類処理装置は、前記分離処理部は、濾過手段、遠心分離手段、加圧浮上手段、および凝集沈殿手段のいずれか1つ以上を有することを特徴とする請求項1または請求項3に記載の。   The algal treatment apparatus according to claim 4, wherein the separation processing unit includes any one or more of a filtration unit, a centrifugal separation unit, a pressurized flotation unit, and a coagulation sedimentation unit. The method according to claim 3.

請求項5に記載の藻類処理方法は、被処理水に浮遊する藻類を不活化する藻類処理方法であって、前記被処理水中に開口する被処理水流路中に取り入れた被処理水から群生した藻類を分離する分離処理工程と、前記分離処理部を通過した被処理水を電気的に処理して該被処理水中に残留する藻類を不活化する不活化処理工程とを有することを特徴とする。   The algae treatment method according to claim 5 is an algae treatment method for inactivating algae floating in the treated water, wherein the algae treatment method is clustered from the treated water taken into the treated water flow channel opened in the treated water. A separation treatment step for separating the algae; and an inactivation treatment step for inactivating the algae remaining in the treatment water by electrically treating the treatment water that has passed through the separation treatment unit. .

請求項6に記載の藻類処理方法は、被処理水に浮遊する藻類を不活化する藻類処理方法であって、前記被処理水中に開口する被処理水流路中に取り入れた被処理水中に含まれる藻類を濃縮する濃縮処理工程と、前記濃縮処理部を通過した被処理水を電気的に処理して該被処理水中の藻類を不活化する不活化処理工程とを有することを特徴とする。   The algae treatment method according to claim 6 is an algae treatment method for inactivating algae floating in the water to be treated, and is contained in the water to be treated introduced into the water passage to be treated that opens in the water to be treated. It has a concentration treatment step for concentrating algae, and an inactivation treatment step for inactivating the algae in the for-treatment water by electrically treating the for-treatment water that has passed through the concentration treatment section.

請求項7に記載の藻類処理装置は、被処理水に浮遊する藻類を不活化する藻類処理装置であって、処理部を搭載するための水上浮遊構造体と、該浮遊構造体を移動するための水流発生手段とを備え、該水流発生手段によって発生する水流により、被処理水が前記処理部内に流入することを特徴とする。   The algae treatment apparatus according to claim 7 is an algae treatment apparatus that inactivates algae floating in the water to be treated, and a floating structure on the water for mounting the treatment unit, and for moving the floating structure. The water to be treated flows into the treatment section by the water flow generated by the water flow generation means.

請求項8に記載の藻類処理方法は、被処理水に浮遊する藻類を不活化する藻類処理方法であって、処理部を搭載する水上浮遊構造体を移動するための水流発生手段を用い、該水流発生手段による水流により、被処理水を前記処理部内に流入させることを特徴とする。   The algae treatment method according to claim 8 is an algae treatment method for inactivating the algae floating in the water to be treated, using a water flow generating means for moving a floating structure mounted with a treatment unit, The water to be treated is caused to flow into the treatment section by a water flow generated by the water flow generating means.

請求項9に記載の藻類処理装置の運転方法は、被処理水に浮遊する藻類を不活化する藻類処理装置の運転方法であって、処理部を搭載する水上浮遊構造体を移動するための水流発生手段を用い、該水流発生手段による水流により、被処理水を前記処理部内に流入させつつ前記水上浮遊構造体を移動させることを特徴とする。   The operation method of the algae treatment apparatus according to claim 9 is an operation method of the algae treatment apparatus that inactivates the algae floating in the water to be treated, and the water flow for moving the floating structure mounted with the treatment unit Using the generating means, the floating structure is moved while flowing the water to be treated into the treatment section by the water flow generated by the water flow generating means.

請求項1に記載の藻類処理装置または請求項5に記載の藻類処理方法によれば、被処理水中の藻類の内、群体化して容易に除去可能なものを予め所定の分離手段により除去し、水中に分散する活性な藻類のみを電気的に処理するので、藻類を個々の発生状況に応じて効率良く不活化処理することができる。   According to the algae treatment apparatus according to claim 1 or the algae treatment method according to claim 5, among the algae in the water to be treated, those that can be easily removed by grouping are removed in advance by a predetermined separating means, Since only the active algae dispersed in water are electrically treated, the algae can be inactivated efficiently according to the state of occurrence.

請求項2に記載の藻類処理装置または請求項6に記載の藻類処理方法によれば、被処理水中の藻類の内、水中に分散する藻類を濃縮させた後に電気的に処理するので、必要な処理体積を大幅に減らし、効率的な藻類の不活化処理を行うことができる。   According to the algae treatment apparatus according to claim 2 or the algae treatment method according to claim 6, among the algae in the water to be treated, the algae dispersed in the water are concentrated and then electrically treated. The treatment volume can be greatly reduced, and an efficient algae inactivation treatment can be performed.

請求項7に記載の藻類処理装置、請求項8に記載の藻類処理方法または請求項9に記載の藻類処理装置の運転方法によれば、水上浮遊構造体を移動するための水流発生手段を用いて被処理水を処理部内に流入させつつ処理するので、藻類の不活化処理をエネルギー効率良く行うことができる。   According to the algae treatment apparatus according to claim 7, the algae treatment method according to claim 8, or the operation method of the algae treatment apparatus according to claim 9, the water flow generating means for moving the floating structure is used. Since the water to be treated is treated while flowing into the treatment part, the inactivation treatment of the algae can be performed with high energy efficiency.

以下、図面を参照して、この発明の実施の形態を説明する。
図1は、この発明の第1の実施の形態であって、湖沼や溜池等において発生する藻類を処理するための藻類処理装置であり、湖沼等に浮上する船体1と、船体1に形成された被処理水流路2と、この被処理水流路2に設置された分離処理部3と、この分離処理部3の下流側に設置された不活化処理部4とを有している。不活化処理部4は、この実施の形態では放電処理を行うもので、図2に示すように、被処理水流路2の一部を構成する筒状の導管10と、導管10の軸線に沿って延びる線状の高圧側電極12と、これを取り囲む筒状の接地側電極14とを有している。
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 is a first embodiment of the present invention, which is an algae treatment apparatus for treating algae generated in lakes and ponds, and is formed on a hull 1 that floats on a lake and the like, and a hull 1. The water treatment channel 2, the separation processing unit 3 installed in the water treatment channel 2, and the inactivation processing unit 4 installed on the downstream side of the separation processing unit 3 are provided. The inactivation processing unit 4 performs discharge processing in this embodiment, and as shown in FIG. 2, a cylindrical conduit 10 constituting a part of the water channel 2 to be treated and an axis of the conduit 10. A linear high-voltage side electrode 12 that extends in a row, and a cylindrical ground-side electrode 14 that surrounds the linear high-voltage side electrode 12.

被処理水流路2は、船体1の前部において喫水線、すなわち、水面を挟むように開口しており、船体1の長手方向に延びて船体1の後部において開口している。したがって、船体1が水面を走行すると、湖水等の被処理水が自然に被処理水流路2に流入して後方へ排出される。   The water channel 2 to be treated is open at the front of the hull 1 so as to sandwich the draft line, that is, the water surface, and extends in the longitudinal direction of the hull 1 and opens at the rear of the hull 1. Therefore, when the hull 1 travels on the surface of the water, water to be treated such as lake water naturally flows into the water to be treated flow path 2 and is discharged backward.

分離処理部3は、導入された被処理水から藻類の群体Gなどの浮遊する物体を分離するもので、喫水線より下側にほぼ水平に設置された所定のメッシュの網状の濾過部材60と、この濾過部材60の上面に蓄積した藻類の群体G等の物体を、吸込管(濾過物排出路)61を介して吸い込んで、船体1上の保管槽62に移送する流体移送ポンプ63とを備えている。濾過部材60により濾過された物体は濾過部材60の後半部分にヘドロ状に蓄積するので、流体移送ポンプ63で移送することができる。   The separation processing unit 3 separates floating objects such as algae colonies G from the treated water that has been introduced, and has a predetermined mesh mesh-like filter member 60 installed substantially horizontally below the water line, A fluid transfer pump 63 for sucking in an object such as an algal colony G accumulated on the upper surface of the filter member 60 through a suction pipe (filtrate discharge passage) 61 and transferring it to a storage tank 62 on the hull 1; ing. Since the object filtered by the filter member 60 is accumulated in the latter half of the filter member 60, it can be transferred by the fluid transfer pump 63.

不活化処理部4は、被処理水流路2の内部にその軸線に沿って延びて配置された線状の高圧側電極12と、これを取り囲む筒状の接地側電極14と、これらの電極間に電界を付与する電源装置22および放電制御装置30を備えている。   The inactivation processing unit 4 includes a linear high-voltage side electrode 12 disposed along the axis of the treated water flow path 2, a cylindrical ground-side electrode 14 surrounding the high-voltage side electrode 12, and a space between these electrodes A power supply device 22 and a discharge control device 30 for applying an electric field are provided.

高圧側電極12は、導管10の一側(ここでは上側)に軸方向に間隔を置いて設けられた開口フランジ16から導管10内に挿入された棒状の絶縁体からなる一対の高圧側支持部材18により両端を支持されている。高圧側電極12は、高圧側支持部材18を挿通する導線20aにより導管10の外部に導出され、船体1を挿通して電源装置22の高圧端子に接続されている。   The high-voltage side electrode 12 is a pair of high-voltage side support members made of a rod-like insulator inserted into the conduit 10 from an opening flange 16 provided on one side (here, the upper side) of the conduit 10 at an axial interval. Both ends are supported by 18. The high-voltage side electrode 12 is led out of the conduit 10 by a conducting wire 20 a that passes through the high-pressure side support member 18, and is inserted through the hull 1 and connected to the high-voltage terminal of the power supply device 22.

一方、接地側電極14は同じく導管10の開口フランジ24から導管10内に挿入された棒状の絶縁体からなる接地側支持部材26により支持されている。接地側支持部材26は図示例では1本であるが、複数を配置して強固に支持するようにしてもよい。接地側電極14は、接地側支持部材26を挿通する導線20bにより導管10の外部に導出され、電流計28を介して接地されている。   On the other hand, the ground-side electrode 14 is supported by a ground-side support member 26 made of a rod-like insulator inserted into the conduit 10 from the opening flange 24 of the conduit 10. Although the number of the ground-side support members 26 is one in the illustrated example, a plurality of ground-side support members 26 may be arranged and firmly supported. The ground-side electrode 14 is led out of the conduit 10 by a conducting wire 20 b that passes through the ground-side support member 26, and is grounded via an ammeter 28.

この電流計28は放電制御装置30に接続されており、放電制御装置30は、例えば実験的に求めた閾値と電流計28により実測した放電電流値を比較して、アーク放電の発生またはストリーマ放電の消失を検知するようになっている。この場合、単に閾値との比較だけでなく、放電電流値の変化率や変化のパターンを考慮し、アーク発生時やストリーマ放電の消失(電離放電路が消失して電界処理状態へ退行する状態)の時のそれらの特徴を予めデータとして得ておいて、それと実測値を比較することにより、より迅速にかつ正確にアーク放電の発生またはストリーマ放電の消失を検知することができる。   The ammeter 28 is connected to a discharge control device 30. The discharge control device 30 compares, for example, an experimentally obtained threshold value with a discharge current value actually measured by the ammeter 28 to generate arc discharge or streamer discharge. It is designed to detect the disappearance of. In this case, not only the comparison with the threshold value, but also the change rate and change pattern of the discharge current value are taken into consideration, and the disappearance of the arc and streamer discharge (the state where the ionization discharge path disappears and the electric field processing state is regressed) By obtaining these characteristics at the time as data in advance and comparing them with measured values, the occurrence of arc discharge or the disappearance of streamer discharge can be detected more quickly and accurately.

電源装置22は、電気エネルギーを時間的に圧縮したパルス電力として放電装置に供給するためのもので、図3に示すように、電源32と、電源32からの電気エネルギーを蓄積するための充分な容量を持つコンデンサ34と、コンデンサ34に蓄積された電気エネルギーを所定のタイミングで電極に送るスイッチ36を備えている。放電制御装置30は、コンデンサ34の充電電圧を電位計38で測定し、これが所定の値になったときに放電するようにスイッチ36を制御する。電源32には、充電電圧調整手段として、例えばDC/DCコンバータ、パルス幅変調器(PWM)及び/又は可変トランスを有するのが好ましい。   The power supply device 22 is for supplying electric energy to the discharge device as pulse power that is temporally compressed. As shown in FIG. 3, the power supply device 32 is sufficient to store the electric energy from the power supply 32. A capacitor 34 having a capacity and a switch 36 for sending the electric energy accumulated in the capacitor 34 to the electrode at a predetermined timing are provided. The discharge control device 30 measures the charging voltage of the capacitor 34 with the electrometer 38 and controls the switch 36 so as to be discharged when it reaches a predetermined value. The power supply 32 preferably has, for example, a DC / DC converter, a pulse width modulator (PWM) and / or a variable transformer as a charging voltage adjusting means.

放電制御装置30は、電流計28の測定値がストリーマ放電の時よりも上昇して、アーク放電が発生していると判断される時には、アーク放電の発生を抑制するように、放電電圧の設定値を下げる。また、電流計28の測定値がストリーマ放電の時よりも低下して、ストリーマ放電が消失しつつあると判断される時には、ストリーマ放電を継続するように放電電圧の設定値を上げる。この際の放電電圧の変化量は、一定であってもよく、あるいはアーク放電の発生の程度によって変化させてもよい。例えば、放電電圧を5kVとした際にアーク放電が検出された場合には、次には4.8kVで放電し、それでもアーク放電が発生したら、4.6kVへ下げるようにする。また、アーク放電の発生が無い安定なストリーマ放電状態が継続する場合には、放電電圧の設定値を維持するようにする。   The discharge control device 30 sets the discharge voltage so as to suppress the occurrence of arc discharge when the measured value of the ammeter 28 is higher than that during streamer discharge and it is determined that arc discharge has occurred. Decrease the value. When the measured value of the ammeter 28 is lower than that during streamer discharge and it is determined that the streamer discharge is disappearing, the set value of the discharge voltage is increased so as to continue the streamer discharge. The amount of change in the discharge voltage at this time may be constant, or may be changed depending on the degree of occurrence of arc discharge. For example, if arc discharge is detected when the discharge voltage is 5 kV, then discharge is performed at 4.8 kV, and if arc discharge still occurs, the voltage is decreased to 4.6 kV. Further, when a stable streamer discharge state in which no arc discharge is generated continues, the set value of the discharge voltage is maintained.

上記のように構成された藻類処理装置の運転方法を説明する。湖沼や貯水池等の水源中で船体1を所定の速度で走行させると、水面に開口する被処理水流路2に被処理水が取り込まれる。被処理水中の水面に浮いている藻類の群体Gのような粗大な物体は、分離処理部3において濾過部材60により濾過され、流体移送ポンプ63により保管槽62に移送される。分離処理部3を通過した被処理水は、不活化処理部4においてストリーマ放電によって不活化処理され、分散して残留する藻類が不活化された後、後方に排出される。   A method for operating the algae processing apparatus configured as described above will be described. When the hull 1 is run at a predetermined speed in a water source such as a lake or a reservoir, the water to be treated is taken into the water channel 2 to be treated that opens to the water surface. A coarse object such as an algal colony G floating on the surface of the water to be treated is filtered by the filtering member 60 in the separation processing unit 3 and transferred to the storage tank 62 by the fluid transfer pump 63. The water to be treated that has passed through the separation processing unit 3 is inactivated by the streamer discharge in the inactivation processing unit 4 and the algae remaining after being dispersed are inactivated, and then discharged backward.

この実施の形態では、不活化処理部4において、ストリーマ放電を維持することにより、アオコ等の藻類を主に電界と電磁波の作用によって殺滅するようにしているが、アーク放電のような衝撃波の作用を伴う方法を採用してもよく、また、放電をさせずに電界を掛けるだけの電界処理を行うようにしてもよい。   In this embodiment, the inactivation processing unit 4 maintains the streamer discharge so as to kill algae such as sea cucumber mainly by the action of electric field and electromagnetic wave. A method with an action may be employed, or electric field processing may be performed by applying an electric field without discharging.

この実施の形態では、被処理水流路2に取り込まれた被処理水中の藻類の内、群体Gを形成していて濾過部材60で容易に分離できるものを分離し、分散した増殖能力の大きいもののみを不活化処理するので、不活化処理部4の負荷が小さく、少ない時間とエネルギーで効率的な不活化処理を行うことができる。   In this embodiment, among the algae in the for-treatment water taken into the for-treatment water flow path 2, those that form the colony G and can be easily separated by the filter member 60 are separated and dispersed and have a large propagation ability Since only the inactivation process is performed, the load of the inactivation processing unit 4 is small, and an efficient inactivation process can be performed with less time and energy.

図4に示すのは、この発明の他の実施の形態の藻類処理装置を示すもので、被処理水流路2Aには、分離処理部3Aの上流側で三方切換弁64を介して船体1A上の保管槽62に通じる濾過物排出路65が分岐して設けられている。分離処理部3Aには、被処理水流路2Aを塞ぐように所定のメッシュのフィルタ(濾過部材)66が設けられている。分離処理部3Aの下流側には濃縮処理部5が設けられており、被処理水流路2Aはこの濃縮処理部5の下流で濾過水流路67と濃縮水流路68に分岐している。分岐したそれぞれの流路に、船体移動用水流発生手段である水中ポンプ69,70が設けられており、濾過水流路67はそのまま船体1Aの後方に開口し、一方、濃縮水流路68には不活化処理部4Aを経て後方に開口している。不活化処理部4Aの構成は、基本的に先の実施の形態と同様であるので、説明を省略する。   FIG. 4 shows an algal treatment apparatus according to another embodiment of the present invention. The treated water flow path 2A is provided on the hull 1A via a three-way switching valve 64 on the upstream side of the separation treatment unit 3A. The filtrate discharge path 65 leading to the storage tank 62 is branched. The separation processing unit 3A is provided with a filter (filter member) 66 having a predetermined mesh so as to close the treated water flow path 2A. A concentration processing unit 5 is provided on the downstream side of the separation processing unit 3 </ b> A, and the treated water channel 2 </ b> A is branched into a filtrate water channel 67 and a concentrated water channel 68 downstream of the concentration processing unit 5. Submerged pumps 69 and 70 that are means for generating a water flow for moving the hull are provided in each branched flow path, and the filtered water flow path 67 is opened to the rear of the hull 1A as it is, while the concentrated water flow path 68 is not connected. It opens rearward through the activation processing unit 4A. Since the configuration of the inactivation processing unit 4A is basically the same as that of the previous embodiment, the description thereof is omitted.

濃縮処理部5はこの実施の形態ではサイクロン分離装置71から構成されている。サイクロン分離装置71は、上部側の細孔を有する大径部72と、下部側の下方に向かって縮径するテーパ部73とを有する周知の構造である。   In this embodiment, the concentration processing unit 5 includes a cyclone separator 71. The cyclone separator 71 has a well-known structure having a large-diameter portion 72 having upper-side pores and a tapered portion 73 that decreases in diameter toward the lower side.

この装置において、移動用水流発生器である水中ポンプ69,70を駆動すると、被処理水が自動的に被処理水路2Aに流入する。流体は下流側の水中ポンプ69,70の吸引力により、大径部72の接線方向からサイクロン分離装置71に流入し、内部で旋回流を形成して藻類等の粒子を中心側に集めて濃縮し、テーパ部73の下方より濃縮水流路68に放出する。藻類が濃縮した被処理水は先の実施の形態と同様に、不活化処理部4Aにおいてストリーマ放電等を受けて不活化処理される。その後被処理水は、それぞれ移動用水流発生器69,70を通過して濾過水流路67、濃縮水流路68の後方開口から排水され、同時に船体に前方向への推進力を与えることとなる。   In this apparatus, when the submersible pumps 69 and 70 that are the water flow generators for driving are driven, the water to be treated automatically flows into the water to be treated 2A. The fluid flows into the cyclone separator 71 from the tangential direction of the large-diameter portion 72 by the suction force of the submersible pumps 69 and 70 on the downstream side, forms a swirling flow inside, and concentrates and concentrates particles such as algae on the center side. Then, it is discharged into the concentrated water channel 68 from below the tapered portion 73. The water to be treated in which the algae is concentrated is inactivated by receiving streamer discharge or the like in the inactivation processing unit 4A as in the previous embodiment. Thereafter, the water to be treated passes through the water flow generators 69 and 70 for movement and is drained from the rear openings of the filtered water channel 67 and the concentrated water channel 68, and at the same time, it gives a forward thrust to the hull.

分離処理部3Aには藻類の群体G等が順次蓄積されるので、適当なタイミングで逆洗処理を行う。すなわち、三方切換弁64を切り換えて濾過物排出路65が分離処理部3Aに通じるようにし、その状態で船体移動用水流発生手段である水中ポンプ69,70の一方または両方を逆転させて排水口から水を取り込み、濾過部材66を逆流させて洗浄し、濾過物体を含む水を保管槽62に送るようにする。濾過部材66の詰まりを除いた後、三方切換弁64を切り換えて処理を継続する。   Since the algal colony G and the like are sequentially accumulated in the separation processing unit 3A, the backwash process is performed at an appropriate timing. That is, the three-way switching valve 64 is switched so that the filtrate discharge passage 65 communicates with the separation processing unit 3A, and in this state, one or both of the submersible pumps 69 and 70 which are the water flow generating means for moving the hull are reversed to discharge the outlet. Then, the water is taken in, and the filtering member 66 is made to flow backward to be washed, and the water containing the filtered object is sent to the storage tank 62. After removing the clogging of the filter member 66, the three-way switching valve 64 is switched to continue the processing.

この実施の形態では、群体Gが除去されて分散した藻類を含む被処理水を一旦濃縮してから不活化処理するので、先の実施の形態に比べてさらに不活化処理の効率が向上する。すなわち、濃縮水流路68を通過する水のみを処理するので処理流量は少なく、必要な電気エネルギー量も少ない。また、濃縮水流路68は先の実施の形態に比較して小径であり、放電用電極等の不活化処理部4Aの装置構成も小さくて済み、コストを低減させることができる。   In this embodiment, since the to-be-treated water containing the algae dispersed with the colony G removed is once concentrated and inactivated, the efficiency of the inactivation treatment is further improved as compared with the previous embodiment. That is, since only the water passing through the concentrated water channel 68 is processed, the processing flow rate is small and the required amount of electric energy is also small. Further, the concentrated water channel 68 has a smaller diameter than the previous embodiment, and the device configuration of the inactivation processing unit 4A such as the discharge electrode can be small, and the cost can be reduced.

さらに、この実施の形態では、被処理液の送液に要する動力を船体の移動に要するポンプ動力で兼用できるため、より経済的な処理が行える。尚、本実施例では移動用水流発生器として水中ポンプを例に挙げたが、もちろんスクリューや水中モーターなどの水流発生手段を用いても同様の効果を得られる。さらに、移動用水流発生器は被処理水流路2Aから濾過水流路67までの間に最低1台以上あれば良く、船体の移動と処理液の送液を行うのに十分な水流を発生出来れば、どのような配置や手段でも構わない。   Furthermore, in this embodiment, since the power required for feeding the liquid to be treated can be shared by the pump power required for moving the hull, more economical processing can be performed. In this embodiment, the submersible pump is taken as an example of the moving water flow generator, but the same effect can be obtained by using a water flow generating means such as a screw or a submersible motor. Further, it is sufficient that at least one moving water flow generator is provided between the treated water flow path 2A and the filtered water flow path 67, and if a water flow sufficient for moving the hull and feeding the processing liquid can be generated. Any arrangement or means may be used.

この実施の形態では、分離処理部3Aに流路を塞ぐように濾過部材66が設けられているので、所定径以上の粒子はここで除去される。したがって、不活化処理部4Aでの負荷が軽減され、未処理のままの藻類が放出されるおそれが小さい。保管槽62に回収された、群体Gを含む藻類は、処理しなくてもそのまま廃棄できる状態となる。一方、濾過部材66を通過する程度の分散した藻類のみサイクロンで濃縮して、処理を加えることにより、効果的に増殖抑制処理を行うことが出来る。   In this embodiment, since the separation member 3A is provided with the filtration member 66 so as to block the flow path, particles having a predetermined diameter or more are removed here. Therefore, the load on the inactivation processing unit 4A is reduced, and the risk of releasing untreated algae is small. The algae containing the colony G collected in the storage tank 62 are in a state that can be discarded as they are without being treated. On the other hand, only the algae dispersed to the extent that it passes through the filter member 66 is concentrated with a cyclone, and the treatment can be effectively performed by adding the treatment.

図5および図6はこの発明の他の実施の形態の藻類処理装置を示すもので、船体1Aと、湖沼等の被処理水を汲み上げるポンプ40と、ポンプ40の吸込口から被処理水に向けて延びる吸込配管42と、ポンプ40の吐出口と不活化処理部4Aの導管10をつなぐ給液配管44とを有している。導管10のそれぞれの端部は、三方切替弁11a,11bを介して給液配管44および排液配管45に接続されている。給液配管44および排液配管45により、被処理水流路2Bが構成されている。この実施の形態では三方切替弁11a,11bはニュートラルで閉止位置を取ることができるものである。導管10の内部の構造や電源装置22、放電制御装置30の構成は、図2、図3を用いて説明したものと同じであるので、説明を省略する。   5 and 6 show an algae treatment apparatus according to another embodiment of the present invention. The hull 1A, a pump 40 for pumping up the water to be treated such as a lake, and the suction port of the pump 40 are directed toward the water to be treated. And a suction pipe 42 extending in the direction and a liquid supply pipe 44 connecting the discharge port of the pump 40 and the conduit 10 of the inactivation processing section 4A. Each end of the conduit 10 is connected to the liquid supply pipe 44 and the drain pipe 45 via the three-way switching valves 11a and 11b. The treated water flow path 2 </ b> B is configured by the liquid supply pipe 44 and the drainage pipe 45. In this embodiment, the three-way switching valves 11a and 11b are neutral and can be closed. The internal structure of the conduit 10 and the configuration of the power supply device 22 and the discharge control device 30 are the same as those described with reference to FIGS.

導管10の内部には、図6に示すように、一方の端部近傍に所定の(例えば、2.5〜625程度の)メッシュのフィルタ15が設けられている。2つの三方切替弁11a,11bは、導管10を互いに異なる配管に接続するように連動するようになっている。すなわち、フィルタ15と反対側の第1の三方切替弁11aが導管10を給液配管44に接続している時は、フィルタ15側の第2の三方切替弁11bは導管10を排液配管45に接続し、ポンプ40が駆動されるとフィルタ15で被処理液中の固形物を濾過する濾過モードとなる。逆に、第1の三方切替弁11aが導管10を排液配管45に接続し、第2の三方切替弁11bが導管10を給液配管44に接続した時は、ポンプ40が駆動されるとフィルタ15に捕捉された固形物が除去される逆洗モードとなる。ポンプ40および三方切替弁11a,11bは、主制御装置6によりそれぞれ制御される。   As shown in FIG. 6, a predetermined mesh (for example, about 2.5 to 625) filter 15 is provided in the conduit 10 in the vicinity of one end. The two three-way switching valves 11a and 11b are interlocked so as to connect the conduit 10 to different pipes. That is, when the first three-way switching valve 11a on the side opposite to the filter 15 connects the conduit 10 to the liquid supply piping 44, the second three-way switching valve 11b on the filter 15 side connects the conduit 10 to the drainage piping 45. When the pump 40 is driven, the filter 15 enters a filtration mode in which the solid matter in the liquid to be treated is filtered. Conversely, when the first three-way switching valve 11a connects the conduit 10 to the drainage pipe 45 and the second three-way switching valve 11b connects the conduit 10 to the liquid supply pipe 44, the pump 40 is driven. The backwash mode is selected in which the solid matter captured by the filter 15 is removed. The pump 40 and the three-way switching valves 11a and 11b are respectively controlled by the main controller 6.

吸込配管42の下端には、蛇腹状の伸縮可能な取入管46が接続されて水中に延び、下端の取入口48を下向きに開口させている。この取入管46は、下方に向かうに従い拡径するようになっているが、形状はこれに限られるものではない。船体1B上には、取入管46の伸縮を調整するためのリール装置(取入口変位手段)50が設けられており、これは取入管46の先端に接続されたワイヤ52と、これを巻き取るリール54と、これを駆動するモータ56から構成されている。   A bellows-like extendable intake pipe 46 is connected to the lower end of the suction pipe 42 and extends into the water, and the lower end intake 48 is opened downward. The intake pipe 46 is configured to expand in diameter as it goes downward, but the shape is not limited to this. A reel device (intake displacement means) 50 for adjusting the expansion and contraction of the intake pipe 46 is provided on the hull 1B, and this is a wire 52 connected to the distal end of the intake pipe 46 and winds it up. The reel 54 is composed of a motor 56 for driving the reel 54.

モータ56には、出力軸に設けられたエンコーダ等のセンサ(図示略)が設けられ、主制御装置6はその出力信号を基にワイヤ52の繰り出し量を算出し、取入管46の下端の取入口48の深さ位置を知ることができるようになっている。勿論、取入管46の伸縮を直接に検出するセンサを設置して、その出力を用いても良い。なお、この実施の形態では、主制御装置6は放電制御装置30と別個に設けられているが、一体に設けるようにしてもよい。   The motor 56 is provided with a sensor (not shown) such as an encoder provided on the output shaft, and the main control device 6 calculates the feed amount of the wire 52 based on the output signal, and takes the lower end of the intake pipe 46. The depth position of the inlet 48 can be known. Of course, a sensor that directly detects the expansion and contraction of the intake pipe 46 may be installed and the output thereof may be used. In this embodiment, the main control device 6 is provided separately from the discharge control device 30, but may be provided integrally.

上記のように構成された藻類処理装置の運転方法を説明する。船体1Bを走行させて藻類の発生が想定される(あるいは検知された)位置に停止させ、取入管46を所定深さまで伸ばす。この藻類の取り入れ深さは、藻類が生息し、かつそれ以外の大きな浮遊物が存在しない深さであることが望ましい。次に、第1の三方切替弁11aが導管10を給液配管44に接続し、第2の三方切替弁11bが導管10を排液配管45に接続する濾過モードとなるように三方切替弁11a,11bを切り換え、ポンプ40を駆動し、所定の流量で不活化処理部4Bの導管10に給液する。これにより、被処理水に含まれる藻類がフィルタ15により捕捉される。   A method for operating the algae processing apparatus configured as described above will be described. The hull 1B is run to stop at a position where generation of algae is assumed (or detected), and the intake pipe 46 is extended to a predetermined depth. It is desirable that the algae intake depth is a depth where algae inhabit and other large floating matters do not exist. Next, the three-way switching valve 11a is in a filtration mode in which the first three-way switching valve 11a connects the conduit 10 to the liquid supply pipe 44 and the second three-way switching valve 11b connects the conduit 10 to the drainage pipe 45. 11b, the pump 40 is driven, and liquid is supplied to the conduit 10 of the inactivation processing unit 4B at a predetermined flow rate. Thereby, the algae contained in the water to be treated are captured by the filter 15.

所定の時間、濾過モードで運転した後、主制御装置6はポンプ40を停止し、第1の三方切替弁11aが導管10を排液配管45に接続し、第2の三方切替弁11bが導管10を給液配管44に接続する逆洗モードとなるように三方切替弁11a,11bを切り換える。そして、ポンプ40を短時間作動させて、フィルタ15に付着した藻類を導管10の中央側に移動させて再分散させる。この状態で、主制御装置6は処理部2の放電制御装置30に処理開始信号を送り、不活化工程として放電処理を開始する。放電制御装置30は、既述したように、導管10内の被処理水中で所定の放電状態を維持するように、電極間にコンデンサからのパルス電流を供給する。   After operating in the filtration mode for a predetermined time, the main controller 6 stops the pump 40, the first three-way switching valve 11a connects the conduit 10 to the drain pipe 45, and the second three-way switching valve 11b is the conduit. The three-way switching valves 11a and 11b are switched so as to be in a backwash mode in which 10 is connected to the liquid supply pipe 44. Then, the pump 40 is operated for a short time, and the algae attached to the filter 15 is moved to the center side of the conduit 10 to be redispersed. In this state, main controller 6 sends a process start signal to discharge controller 30 of processing unit 2 to start the discharge process as an inactivation process. As described above, the discharge control device 30 supplies the pulse current from the capacitor between the electrodes so as to maintain a predetermined discharge state in the water to be treated in the conduit 10.

所定の時間放電処理を行った後、主制御装置6は三方切替弁11a,11bを逆洗モードとした状態でポンプ40を作動させて、不活化された藻類を含む被処理水を排液配管45より排出する。これで、処理の1サイクルが終わり、三方切替弁11a,11bを濾過モードに切り換えて、濾過工程を行うことで、新たな処理のサイクルが始められる。   After performing the discharge treatment for a predetermined time, the main controller 6 operates the pump 40 in a state where the three-way switching valves 11a and 11b are in the backwash mode, and discharges the water to be treated containing inactivated algae into the drainage pipe. Drain from 45. Thus, one cycle of the process is completed, and the three-way switching valves 11a and 11b are switched to the filtration mode, and a filtration process is performed to start a new process cycle.

このように、この実施の形態では、分散した状態の藻類を含む被処理水を濾過し、藻類を濃縮してから、充分な時間やエネルギーを掛けて放電処理することにより、少ないエネルギーで効率的に不活化処理を行うことができる。   As described above, in this embodiment, the water to be treated containing dispersed algae is filtered, the algae are concentrated, and then the discharge treatment is performed for a sufficient time and energy, so that it is efficient with less energy. Inactivation treatment can be performed.

上記の実施の形態では、濾過工程の間は放電処理を行っていないが、勿論放電処理を並行して行っても良い。その場合、濾過工程における放電を後の不活化工程とは異なる放電処理とすることができる。例えば、濾過工程の間は電界処理やストリーマ放電とし、後の不活化工程ではアーク放電を用いる等である。   In the above embodiment, the discharge process is not performed during the filtration step, but the discharge process may of course be performed in parallel. In that case, the discharge in the filtration step can be different from the subsequent inactivation step. For example, electric field treatment or streamer discharge is used during the filtration process, and arc discharge is used in the subsequent inactivation process.

また、上記の実施の形態では、濾過モードから放電モードへの移行を時間によって設定したが、例えばフィルタ15の前後の差圧を測定し、またはポンプ40の駆動モータの負荷電流を測定して、フィルタ15の詰まり状況を判断し、それに基づいて濾過モードから放電モードへ移行するようにしてもよい。さらに、上記の実施の形態では、不活化処理後の藻類を水源に戻したが、別のフィルタを有する回収槽に送水してこれを回収するようにしてもよい。   In the above embodiment, the transition from the filtration mode to the discharge mode is set according to time. For example, the differential pressure before and after the filter 15 is measured, or the load current of the drive motor of the pump 40 is measured, The clogging state of the filter 15 may be determined, and based on the determination, the filter mode may be shifted to the discharge mode. Furthermore, in the above-described embodiment, the algae after the inactivation treatment is returned to the water source. However, the algae may be recovered by sending water to a collection tank having another filter.

また、上記の実施の形態では、導管10を1台設けたが、これを複数並列配置し、いずれかが不活化工程を行っているときに他が濾過工程を行うようにすれば、ポンプ40や電源装置22等を有効活用して処理効率を向上させることができる。   In the above embodiment, one conduit 10 is provided. If a plurality of conduits 10 are arranged in parallel, and one of them performs the inactivation process, the other performs the filtration process. In addition, the processing efficiency can be improved by effectively utilizing the power source device 22 and the like.

以上、この発明を実施の形態に即して説明したが、この発明はこれらに限られるものではない。例えば、上記の実施の形態では、船体の移動は人間が行うようにしているが、他の船舶が通らないような水域であれば、船体の操舵操作を自動的に行うようにしてもよい。その場合、GPS(Global positioning system)のような適当なガイド手段を用いるのが好ましい。上記の実施の形態では、水処理装置を船体に搭載したが、湖沼内に設置したリグや近接した陸上に固定した装置としてもよい。   While the present invention has been described with reference to the embodiments, the present invention is not limited to these embodiments. For example, in the above embodiment, the hull is moved by humans, but the hull steering operation may be automatically performed in a water area where other ships cannot pass. In that case, it is preferable to use an appropriate guide means such as GPS (Global positioning system). In the above embodiment, the water treatment apparatus is mounted on the hull, but it may be a rig installed in the lake or an apparatus fixed to the nearby land.

この発明の第1の実施の形態の藻類処理装置を示す図である。It is a figure which shows the algae processing apparatus of 1st Embodiment of this invention. この発明の第1の実施の形態の藻類処理装置の不活化処理部の構成を示す図である。It is a figure which shows the structure of the inactivation process part of the algae processing apparatus of 1st Embodiment of this invention. この発明の第1の実施の形態の藻類処理装置の不活化処理部の電源装置を示す図である。It is a figure which shows the power supply device of the inactivation process part of the algae processing apparatus of 1st Embodiment of this invention. この発明の第2の実施の形態の藻類処理装置を示す図である。It is a figure which shows the algae processing apparatus of 2nd Embodiment of this invention. この発明の第3の実施の形態の藻類処理装置を示す図である。It is a figure which shows the algae processing apparatus of 3rd Embodiment of this invention. この発明の第3の実施の形態の藻類処理装置の不活化処理部の構成を示す図である。It is a figure which shows the structure of the inactivation process part of the algae processing apparatus of 3rd Embodiment of this invention.

符号の説明Explanation of symbols

1,1A,1B 船体
2,2A,2B 被処理水流路
3,3A 分離処理部
4,4A,4B 不活化処理部
5 濃縮処理部
12 高圧側電極
14 接地側電極
15 フィルタ
22 電源装置
30 放電制御装置
32 電源
60 濾過部材
62 保管槽
66 濾過部材
69,70 水中ポンプ(水流発生手段)
71 サイクロン分離装置
G 群体
1, 1A, 1B Hull 2, 2A, 2B Processed water channel 3, 3A Separation processing unit 4, 4A, 4B Inactivation processing unit 5 Concentration processing unit 12 High voltage side electrode 14 Ground side electrode 15 Filter 22 Power supply device 30 Discharge control Device 32 Power source 60 Filtration member 62 Storage tank 66 Filtration member 69,70 Submersible pump (water flow generating means)
71 Cyclone Separator G Group

Claims (9)

被処理水に浮遊する藻類を不活化する藻類処理装置であって、
前記被処理水中に開口する被処理水流路中に取り入れた被処理水から群生した藻類を分離する分離処理部と、
前記分離処理部を通過した被処理水を電気的に処理して該被処理水中に残留する藻類を不活化する不活化処理部とを有することを特徴とする藻類処理装置。
An algae treatment device that inactivates algae floating in water to be treated,
A separation processing unit for separating algae grown from the treated water taken into the treated water flow path that opens in the treated water;
An algae treatment apparatus comprising: an inactivation treatment unit that electrically treats the treatment water that has passed through the separation treatment unit to inactivate algae remaining in the treatment water.
被処理水に浮遊する藻類を不活化する藻類処理装置であって、
前記被処理水中に開口する被処理水流路中に取り入れた被処理水中に含まれる藻類を濃縮する濃縮処理部と、
前記濃縮処理部を通過した被処理水を電気的に処理して該被処理水中の藻類を不活化する不活化処理部とを有することを特徴とする藻類処理装置。
An algae treatment device that inactivates algae floating in treated water,
A concentration treatment unit for concentrating algae contained in the for-treatment water introduced into the for-treatment water flow channel that opens in the for-treatment water;
An algae treatment apparatus comprising: an inactivation treatment unit that electrically treats the treatment water that has passed through the concentration treatment unit to inactivate algae in the treatment water.
被処理水に浮遊する藻類を不活化する藻類処理装置であって、
前記被処理水中に開口する被処理水流路中に取り入れた被処理水から群生した藻類を分離する分離処理部と、
前記分離処理部を通過した被処理水を電気的に処理して該被処理水中に含まれる藻類を濃縮する濃縮処理部と、
前記分離処理部を通過した被処理水を電気的に処理して該被処理水中に残留する藻類を不活化する不活化処理部とを有することを特徴とする藻類処理装置。
An algae treatment device that inactivates algae floating in water to be treated,
A separation processing unit for separating algae grown from the treated water taken into the treated water flow path that opens in the treated water;
A concentration treatment unit for electrically treating the water to be treated that has passed through the separation treatment unit to concentrate algae contained in the water to be treated;
An algae treatment apparatus comprising: an inactivation treatment unit that electrically treats the treatment water that has passed through the separation treatment unit to inactivate algae remaining in the treatment water.
前記分離処理部は、濾過手段、遠心分離手段、加圧浮上手段、および凝集沈殿手段のいずれか1つ以上を有することを特徴とする請求項1または請求項3に記載の藻類処理装置。   The algae treatment apparatus according to claim 1 or 3, wherein the separation processing unit includes at least one of a filtering unit, a centrifugal separating unit, a pressurized flotation unit, and a coagulation sedimentation unit. 被処理水に浮遊する藻類を不活化する藻類処理方法であって、
前記被処理水中に開口する被処理水流路中に取り入れた被処理水から群生した藻類を分離する分離処理工程と、
前記分離処理部を通過した被処理水を電気的に処理して該被処理水中に残留する藻類を不活化する不活化処理工程とを有することを特徴とする藻類処理方法。
An algae treatment method for inactivating algae floating in water to be treated,
A separation treatment step for separating the algae grown from the treated water taken into the treated water flow path opening in the treated water;
An algae treatment method comprising: an inactivation treatment step of electrically treating the to-be-treated water that has passed through the separation treatment unit to inactivate algae remaining in the to-be-treated water.
被処理水に浮遊する藻類を不活化する藻類処理方法であって、
前記被処理水中に開口する被処理水流路中に取り入れた被処理水中に含まれる藻類を濃縮する濃縮処理工程と、
前記濃縮処理部を通過した被処理水を電気的に処理して該被処理水中の藻類を不活化する不活化処理工程とを有することを特徴とする藻類処理方法。
An algae treatment method for inactivating algae floating in water to be treated,
A concentration treatment step of concentrating the algae contained in the for-treatment water introduced into the for-treatment water flow path opening in the for-treatment water;
An algae treatment method comprising: an inactivation treatment step of inactivating the algae in the water to be treated by electrically treating the water to be treated that has passed through the concentration treatment unit.
被処理水に浮遊する藻類を不活化する藻類処理装置であって、処理部を搭載するための水上浮遊構造体と、該浮遊構造体を移動するための水流発生手段とを備え、該水流発生手段によって発生する水流により、被処理水が前記処理部内に流入することを特徴とする藻類処理装置。   An algae treatment apparatus for inactivating algae floating in water to be treated, comprising: a floating structure for mounting a treatment unit; and a water flow generating means for moving the floating structure, and generating the water flow An algae treatment apparatus, wherein water to be treated flows into the treatment part by a water flow generated by the means. 被処理水に浮遊する藻類を不活化する藻類処理方法であって、処理部を搭載する水上浮遊構造体を移動するための水流発生手段を用い、該水流発生手段による水流により、被処理水を前記処理部内に流入させることを特徴とする藻類処理方法。   A method for treating algae that inactivates algae floating in water to be treated, wherein the water flow generating means for moving a floating structure mounted with a treatment unit is used, and the water to be treated is supplied by the water flow generated by the water flow generating means. An algae treatment method characterized by flowing into the treatment section. 被処理水に浮遊する藻類を不活化する藻類処理装置の運転方法であって、処理部を搭載する水上浮遊構造体を移動するための水流発生手段を用い、該水流発生手段による水流により、被処理水を前記処理部内に流入させつつ前記水上浮遊構造体を移動させることを特徴とする藻類処理装置の運転方法。   An operation method of an algae treatment apparatus that inactivates algae floating in water to be treated, wherein a water flow generating means for moving a floating structure mounted with a treatment unit is used, and the water flow generated by the water flow generating means A method for operating an algae treatment apparatus, wherein the floating structure is moved while allowing treated water to flow into the treatment section.
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