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JP2010125361A - Wastewater treatment system and purification system - Google Patents

Wastewater treatment system and purification system Download PDF

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JP2010125361A
JP2010125361A JP2008300428A JP2008300428A JP2010125361A JP 2010125361 A JP2010125361 A JP 2010125361A JP 2008300428 A JP2008300428 A JP 2008300428A JP 2008300428 A JP2008300428 A JP 2008300428A JP 2010125361 A JP2010125361 A JP 2010125361A
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tank
rare earth
fine bubble
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Akinobu Fujita
昂伸 藤田
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    • 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
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    • Y02W10/10Biological treatment of water, waste water, or sewage

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a wastewater treatment system which has high purification capability, is simple, and enables space saving. <P>SOLUTION: The wastewater treatment system mainly comprises: an anaerobic tank 30; an aerobic tank 40; a multifunctional treatment apparatus 50 including a flotation tank 54, a contact aeration tank 60, a biofiltration tank 66, and a floating substance storage/decomposition tank 58; and a filtration/discharge tank 80. The anaerobic tank 30, the aerobic tank 40, the biofiltration tank 66, and a filtration tank body 84 are provided with a rare earth mineral filter material 32, 46A, 46B, 70, 88, and the contact aeration tank 60 is provided with a shaking bed 62. Using the rare earth mineral filter material enables high-performance purification treatment of livestock wastewater or the like and reduction of a treatment time although the wastewater treatment system is simple and space-saving. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、排水処理システム及び浄化システムに関し、更に具体的には、畜産排水や汚染土壌及び汚染地下水などを浄化するのに適した排水処理システム及び浄化システムに関するものである。   The present invention relates to a wastewater treatment system and a purification system, and more specifically to a wastewater treatment system and a purification system suitable for purifying livestock wastewater, contaminated soil, contaminated groundwater, and the like.

畜産排水などの処理装置としては、例えば、液状の家畜排泄物が無希釈で供給される脱窒槽と、その脱窒槽内の液が供給される硝化槽と、硝化槽内の液を前記脱窒槽へ戻す循環手段が設けられ、前記硝化槽内の液中の活性汚泥を通過させずに液分を通過させる濾過体が、前記硝化槽内の液中に浸漬する状態で設けられ、前記濾過体を通して前記硝化槽内の液を吸引して槽外に排出する吸引手段が設けられている家畜排泄物浄化装置がある(特許文献1)。
特開平11−57779号公報
Examples of processing equipment for livestock wastewater include, for example, a denitrification tank to which liquid livestock excrement is supplied undiluted, a nitrification tank to which the liquid in the denitrification tank is supplied, and a liquid in the nitrification tank to the denitrification tank And a filter that allows the liquid component to pass through without passing the activated sludge in the liquid in the nitrification tank is provided in a state of being immersed in the liquid in the nitrification tank. There is a livestock excrement purification apparatus provided with suction means for sucking and discharging the liquid in the nitrification tank to the outside (Patent Document 1).
JP-A-11-5779

また、有害物質で汚染された汚染土壌及び地下水の浄化方法として、例えば下記特許文献2には、土壌及び地下水の汚染の浄化方法が開示されている。当該技術によれば、地下水の上流側に栄養源注入井戸を少なくとも一箇所以上設けたうえ、有害汚染物質が地中に流入する原位置において、地下水の流れる帯水層まで縦方向にドレーン材を打ち込むことにより、ドレーン材によって上部シルト層に地下水や、溶出した栄養源が浸透させることができ、微生物をほぼ均等に分布させることにより、増殖、活性化させ有害汚染物質が浄化させる。
特開2006−110404公報
As a method for purifying contaminated soil and groundwater contaminated with harmful substances, for example, Patent Document 2 below discloses a method for purifying soil and groundwater contamination. According to this technology, at least one nutrient source injection well is provided on the upstream side of groundwater, and in the original position where harmful pollutants flow into the ground, drain material is installed vertically to the aquifer where groundwater flows. By driving, the drain material allows permeation of groundwater and the eluted nutrient source into the upper silt layer, and the microorganisms are distributed almost evenly to proliferate and activate to purify harmful pollutants.
JP 2006-110404 A

しかしながら、浄化後の排水や地下水の再利用も視野に入れると、浄化能力の一層の高性能化は必須であり、かつ、簡便で省スペース化の実現も可能であれば、なお好都合である。   However, considering the reuse of drained water and groundwater after purification, further improvement in purification capacity is essential, and it is still advantageous if simple and space saving can be realized.

本発明は、以上の点に着目したもので、その目的は、浄化能力が高く、簡便で省スペース化も可能な排水処理システム及び浄化システムを提供することである。   The present invention focuses on the above points, and an object of the present invention is to provide a wastewater treatment system and a purification system that have a high purification capacity, are simple, and can save space.

前記目的を達成するため、本発明の排水処理システムは、排水の嫌気性処理を行う嫌気槽,散気手段を備えており、前記嫌気槽を通過した排水の好気性処理を行う好気槽,微細気泡発生手段を備えており前記好気槽を通過した排水から浮上物を分離する浮上分離槽と、微細気泡発生手段と揺動床が設置されており前記浮上物が分離された排水の曝気処理を行う接触曝気槽と、微細気泡発生手段と希土類鉱物からなる濾過材が設置されており曝気処理後の排水の濾過を行う生物濾過槽と、前記浮上分離槽で分離された浮上物を貯留して分解する浮上物貯留・分解槽とを含む多機能処理装置,微細気泡発生手段と希土類鉱物からなる濾過材が設置されており、前記生物濾過槽を通過した排水を更に濾過する濾過槽と、該濾過槽を通過した処理排水を貯留するとともに外部に放流可能な放流槽とを含む濾過・放流槽,を備えたことを特徴とする。   In order to achieve the above object, the wastewater treatment system of the present invention comprises an anaerobic tank for performing anaerobic treatment of wastewater, and an aeration means, and an aerobic tank for performing aerobic treatment of wastewater that has passed through the anaerobic tank, A flotation separation tank that includes fine bubble generation means and separates levitated material from waste water that has passed through the aerobic tank, and aeration of waste water from which the fine bubble generation means and the swing bed are installed and the levitated substance is separated A contact aeration tank for processing, a biofiltration tank for filtering the waste water after the aeration process, which is equipped with a filter device made of fine bubble generating means and rare earth minerals, and a levitated substance separated in the flotation separation tank are stored. A multi-functional treatment apparatus including a levitated substance storage / decomposition tank that decomposes and a filter medium made of fine bubbles and a filter medium made of rare earth minerals, and further filtering waste water that has passed through the biological filtration tank; , Treated wastewater that passed through the filtration tank Filtration and discharge tank comprising a discharge tank capable discharged to the outside together with the storing, and further comprising a.

主要な形態の一つは、前記嫌気槽又は好気槽の少なくとも一方が、希土類鉱物からなる濾過材を含むことを特徴とする。他の形態は、前記排水が、畜産排水であることを特徴とする。   One of the main forms is characterized in that at least one of the anaerobic tank and the aerobic tank includes a filter medium made of a rare earth mineral. In another embodiment, the waste water is livestock waste water.

本発明の浄化システムは、汚染土壌の下にある不透水層まで達し遮水効果を有する遮蔽壁によって囲まれた一定の範囲内に設置される浄化システムであって、前記不透水層より上の地下水域から汚染地下水を揚水する揚水ポンプと、揚水した汚染地下水を外部へ送水する送水ポンプとを有する中継タンク,微細気泡発生手段を備えており前記中継タンクから送られた汚染地下水から浮上物を分離する浮上分離槽と、微細気泡発生手段と揺動床が設置されており前記浮上物が分離された汚染地下水の曝気処理を行う接触曝気槽と、微細気泡発生手段と希土類鉱物からなる濾過材とが設置されており曝気処理後の汚染地下水の濾過を行う生物濾過槽と、前記浮上分離槽で分離された浮上物を貯留して分解する浮上物貯留・分解槽とを含む多機能処理装置,微細気泡発生手段と希土類鉱物からなる濾過材が設置されており、前記生物濾過槽を通過した汚染地下水を更に濾過する濾過槽,該濾過槽を通過した処理後の地下水を、前記地下水域より上方の未改良土壌層へ戻すリターン手段,を備えたことを特徴とする。本発明の前記及び他の目的,利点は、以下の詳細な説明及び添付図面から明瞭になろう。   The purification system of the present invention is a purification system that is installed within a certain range surrounded by a shielding wall that reaches a water-impervious layer under the contaminated soil and has a water-blocking effect, and is above the water-impermeable layer. A relay tank having a pump for pumping contaminated groundwater from a groundwater area and a pump for pumping the pumped contaminated groundwater to the outside, equipped with means for generating fine bubbles, and floating objects from the contaminated groundwater sent from the relay tank A flotation separation tank to be separated, a contact aeration tank in which fine bubble generation means and a rocking bed are installed to perform aeration treatment of contaminated groundwater from which the floating substance has been separated, a filter medium comprising fine bubble generation means and a rare earth mineral And a biological filtration tank for filtering contaminated groundwater after aeration treatment, and a levitated substance storage / decomposition tank for storing and decomposing levitated matter separated in the levitating separation tank. A filter medium comprising a device, a fine bubble generating means and a rare earth mineral filter, further filtering contaminated groundwater that has passed through the biological filtration tank, and groundwater after treatment that has passed through the filter tank as the groundwater area. Returning means for returning to the upper unmodified soil layer is provided. The above and other objects and advantages of the present invention will be apparent from the following detailed description and the accompanying drawings.

本発明は、浮上分離槽と、揺動床を備えた接触曝気槽と、希土類(レアアース)鉱物を濾過材として用いた生物濾過槽とを備えた多機能処理装置の前に、(1)排水の嫌気性及び好気性処理を行う嫌気槽及び好気槽を設ける,あるいは、(2)揚水した汚染地下水を貯留する中継タンクを設ける。そして、前記(1)及び(2)のいずれの場合も、前記多機能処理装置の後に、前記希土類鉱物を濾過材として用いた濾過槽を設けることとした。このため、簡便かつ省スペースでありながら、排水や汚染地下水(及び汚染土壌)の高性能な処理が可能となるという効果が得られる。   The present invention provides (1) drainage before a multi-functional treatment apparatus comprising a flotation separation tank, a contact aeration tank provided with a rocking bed, and a biological filtration tank using rare earth (rare earth) mineral as a filter medium. An anaerobic tank and an aerobic tank that perform anaerobic and aerobic treatment of (2) will be installed, or (2) a relay tank will be installed to store the pumped contaminated groundwater. In both cases (1) and (2), a filtration tank using the rare earth mineral as a filter medium is provided after the multifunctional processing apparatus. For this reason, while being simple and space-saving, the effect that the high-performance process of waste_water | drain and contaminated groundwater (and contaminated soil) is attained is acquired.

以下、本発明を実施するための最良の形態を、実施例に基づいて詳細に説明する。   Hereinafter, the best mode for carrying out the present invention will be described in detail based on examples.

最初に、図1及び図2を参照しながら本発明の実施例1を説明する。本実施例は、本発明を、畜産(主として養豚場)排水の「脱窒」を目的とした排水処理システムに適用した例である。図1(A)は本実施例による浄化処理の流れを示す図,図1(B)は本実施例のシステムの全体構成を示す平面図,図1(C)は前記(B)の断面図である。図2は、本実施例を構成する多機能処理装置の浮上分離槽及び浮上物貯留・分解槽を示す図であり、(A)は平面図,(B)は前記(A)を矢印F2方向から見た側面図,(C)は浮上物移流管を示す図である。本実施例の浄化システムは、嫌気槽30,好気槽40,多機能処理装置50,濾過・放流槽80を中心に構成されており、この他に、既設処理水槽10,計量槽20,ブロア110,制御盤120や、必要に応じてオゾン処理槽100などが設けられる。   First, Embodiment 1 of the present invention will be described with reference to FIGS. In this embodiment, the present invention is applied to a wastewater treatment system for the purpose of “denitrification” of livestock (mainly pig farm) wastewater. 1A is a diagram showing the flow of purification processing according to this embodiment, FIG. 1B is a plan view showing the overall configuration of the system of this embodiment, and FIG. 1C is a cross-sectional view of FIG. It is. FIG. 2 is a diagram showing a floating separation tank and a floating substance storage / decomposition tank of the multi-function processing apparatus constituting this embodiment, (A) is a plan view, and (B) is the above (A) in the direction of arrow F2. (C) is a view showing the floating object advection tube. The purification system of the present embodiment is mainly composed of an anaerobic tank 30, an aerobic tank 40, a multi-function processing device 50, and a filtration / release tank 80. In addition to this, an existing processing water tank 10, a measuring tank 20, a blower 110, a control panel 120, and an ozone treatment tank 100 as necessary.

前記既設処理水槽10は、内部に送水ポンプ12を備えており、該送水ポンプ12に接続された揚水パイプ14によって、排水が計量槽20に送られる。該計量槽20には、前記既設処理水槽10へ排水を戻すための返送パイプ16と、計量された排水を嫌気槽30へ送るための嫌気槽流入パイプ22が設けられている。   The existing treated water tank 10 includes a water pump 12 inside, and wastewater is sent to the measuring tank 20 by a pumping pipe 14 connected to the water pump 12. The measuring tank 20 is provided with a return pipe 16 for returning the wastewater to the existing treated water tank 10 and an anaerobic tank inflow pipe 22 for sending the measured wastewater to the anaerobic tank 30.

前記嫌気槽30は、前記計量槽20から送られた排水の嫌気性処理を行うものであって、本実施例では、槽の底部に希土類(レアアース)鉱物からなる希土類鉱物濾過材(レアアース鉱物濾過材)32が設置されている。希土類鉱物には、ランタン[La],セリウム[Ce],プラセオジミウム[Pr],ネオディミウム[Nd],プロメチウム[Pm],サマリウム[Sm],ユーロピウム[Eu],ガドリニウム[Gd],テルビウム[Tb],ジスプロジウム[Dy],ホルミウム[Ho],エルビウム[Er],ツリウム[Tm],イテルビウム[Yb],メテチウム[Lu],スカンジウム[Sc],イットリウム[Y]の元素群(ランタノイド)のいずれかが含まれている。このような希土類鉱物には、遠赤外線の放射体としての働きがあることが分かっており、更に多孔質鉱石には、悪臭ガスを吸収したり、細菌(微生物)を吸着・吸蔵したりする機能もある。本実施例では、嫌気槽30にも希土類鉱物を取り入れることによってその特性とパワーを活かし、従来の濾過材では考えられない現象を引き起こしている。   The anaerobic tank 30 performs anaerobic treatment of the wastewater sent from the measuring tank 20, and in this embodiment, a rare earth mineral filter material (rare earth mineral filter) made of a rare earth mineral at the bottom of the tank. Material) 32 is installed. Rare earth minerals include lanthanum [La], cerium [Ce], praseodymium [Pr], neodymium [Nd], promethium [Pm], samarium [Sm], europium [Eu], gadolinium [Gd], terbium [Tb], One of the element groups (lanthanoids) of dysprodium [Dy], holmium [Ho], erbium [Er], thulium [Tm], terbium [Yb], methetium [Lu], scandium [Sc], and yttrium [Y] include. Such rare earth minerals are known to function as far-infrared emitters, and porous ores absorb odorous gases and adsorb and occlude bacteria (microorganisms). There is also. In this embodiment, the rare earth mineral is also introduced into the anaerobic tank 30 to take advantage of its characteristics and power, thereby causing a phenomenon that cannot be considered with conventional filter media.

具体的には、次のような機能がある。
(1)強い吸着力:鉱石の有する吸着作用は、超多孔性であり表面積が極めて広いこと、主成分が無水珪酸,酸化アルミニウムであること等から、吸着作用,イオン交換作用が水銀,銅,鉛,カドミウム等の有害重金属をよく除去する。
(2)ミネラルの溶出:これらの鉱石を水中に入れると、水中の遊離塩素や汚濁物質,有機物,雑菌等を吸着除去する。
(3)pH緩衝能:酸性水もアルカリ水も、ともに中性に近づける。
Specifically, it has the following functions.
(1) Strong adsorptive power: The ore has an adsorbing action that is superporous and has a very large surface area, and the main components are silicic anhydride and aluminum oxide. Remove harmful heavy metals such as lead and cadmium.
(2) Elution of minerals: When these ores are put into water, free chlorine, pollutants, organic substances, bacteria, etc. in the water are adsorbed and removed.
(3) pH buffering ability: Both acidic water and alkaline water are close to neutrality.

本実施例では、前記嫌気槽30のほか、後述する好気槽40,多機能処理装置50,濾過・放流槽80においても、前記希土類鉱物濾過材が用いられている。本実施例の各所で利用しうる希土類鉱物の種類と成分組成の一例を下記表1に示す。

Figure 2010125361
In the present embodiment, in addition to the anaerobic tank 30, the rare earth mineral filter material is also used in an aerobic tank 40, a multi-functional treatment device 50, and a filtration / release tank 80 described later. Table 1 below shows an example of the types and component compositions of rare earth minerals that can be used in various parts of this example.
Figure 2010125361

次に、好気槽40について説明する。好気槽40には、前記嫌気槽30によって嫌気性処理が施された排水が、好気槽流入パイプ34によって送られ、好気性処理が施される。該好気槽40は、底部に散気管42を備えており、その上方には、二段の濾過材設置架台44A,44Bが設けられ、そこに希土類鉱物濾過材46A,46Bが設置されている。前記希土類鉱物濾過材46A,46Bの材料及び機能などは、前記希土類鉱物濾過材32と同様である。該好気槽40で処理された排水は、処理装置流入パイプ48によって、多機能処理装置50に送られる。   Next, the aerobic tank 40 will be described. The aerobic tank 40 is subjected to the aerobic treatment by the waste water that has been subjected to the anaerobic process performed by the anaerobic tank 30 through the aerobic tank inflow pipe 34. The aerobic tank 40 includes a diffuser pipe 42 at the bottom, and a two-stage filter media installation base 44A, 44B is provided above the aeration tube 42, and rare earth mineral filter media 46A, 46B are installed thereon. . The materials and functions of the rare earth mineral filter media 46A and 46B are the same as those of the rare earth mineral filter media 32. The waste water treated in the aerobic tank 40 is sent to the multi-function treatment device 50 through the treatment device inflow pipe 48.

前記多機能処理装置50は、複数の処理機能を備えたものであって、仕切板52A〜52Cによって、浮上分離槽54,接触曝気槽60,生物濾過槽66,浮上物貯留・分解槽58に区切られている。前記浮上分離槽54は、微細気泡発生装置56を備えており、前記好気槽40を通過した排水から、浮上物を分離させるものである。分離した浮上物の移動は、水位変動による自然流移動を利用している。これについては後述する。前記微細気泡発生装置56は、公知の微細気泡発生機構を備えたノンフィルター多用途簡易浮上泡沫分離装置(例えば、「テックフォーマー」(登録商標)(テック工業有限会社製の微細気泡発生装置))などが利用可能である。   The multi-function processing apparatus 50 has a plurality of processing functions, and is divided into a floating separation tank 54, a contact aeration tank 60, a biological filtration tank 66, and a floating substance storage / decomposition tank 58 by partition plates 52A to 52C. It is delimited. The levitation separation tank 54 includes a microbubble generator 56 and separates levitation from the wastewater that has passed through the aerobic tank 40. The movement of the separated levitated objects uses natural flow movement due to water level fluctuations. This will be described later. The fine bubble generating device 56 is a non-filter multipurpose simple floating foam separating device having a known fine bubble generating mechanism (for example, “Tech Former” (registered trademark) (a fine bubble generating device manufactured by Tech Industrial Co., Ltd.). ) Etc. are available.

前記微細気泡発生装置56によれば、次のような利点がある。
(1)ミクロン気泡:気泡径最頻値が1mm以下のミクロン気泡を発生させる。横方向の拡散力に優れ、槽全体にミクロン気泡が拡散する。これによって、曝気、浮上分離、泡沫分離などの効果が大きくなる。
(2)ポータブル:小型、軽量で持ち運びが容易。
(3)セットフリー:処理槽や処理域に直接沈めて使用できるため、随時使用箇所に合わせて設置が可能。電源があれば設置のための特別な器具が不要である。
(4)メンテナンスフリー:新開発の特殊インペラーが、機械剪断方式でミクロン気泡を発生させるため、使用中の目詰まりなどがない。
(5)省電力:消費電力が小さい(100V・100W〜200V・750W)。特別の電源供給の必要がない。
The fine bubble generator 56 has the following advantages.
(1) Micron bubbles: Micron bubbles having a bubble diameter mode of 1 mm or less are generated. Excellent lateral diffusivity, and micron bubbles diffuse throughout the tank. Thereby, effects such as aeration, levitation separation, and foam separation are enhanced.
(2) Portable: Small and lightweight, easy to carry.
(3) Set-free: Since it can be directly submerged in a treatment tank or treatment area, it can be installed at any time according to the place of use. If there is a power source, no special equipment for installation is required.
(4) Maintenance-free: Newly developed special impeller generates micron bubbles by mechanical shearing, so there is no clogging during use.
(5) Power saving: Low power consumption (100V · 100W to 200V · 750W). There is no need for special power supply.

前記浮上分離槽54で浮上物が分離された排水は、中間水移流パイプ54Aによって接触曝気槽60へ送られ、排水から分離された浮上物は、浮上物移流パイプ54Bによって浮上物貯留・分解槽58へ送られる。該浮上物貯留・分解槽58には、図2に示すように、揺動床59Aや微細気泡ディフューザー59Bが設けられており、ここで分解処理された浮上物が、処理水返送用のパイプ58Aから前記既設処理水槽10へ送られる。   The wastewater from which the levitated matter is separated in the levitating separation tank 54 is sent to the contact aeration tank 60 by the intermediate water advection pipe 54A, and the levitated substance separated from the wastewater is levitated substance storage / decomposition tank by the levitated substance advection pipe 54B. 58. As shown in FIG. 2, the floating substance storage / decomposition tank 58 is provided with a swing bed 59A and a fine bubble diffuser 59B, and the decomposed floating substance is a pipe 58A for returning treated water. To the existing treated water tank 10.

本実施例の多機能処理装置50では、前記浮上分離槽54で分離された浮上物を、回収器具を使用せずに浮上物貯留・分解槽58へ移流させる方法をとっている。具体的には、図2(B)に示すように、浮上分離槽54から接触曝気槽60への中間水移流パイプ54Aの水位よりも50〜70mm程度上げた位置に、浮上物貯留・分解槽への浮上物移流パイプ54Bの開口55Aを設け、移流口のエルボ55Bを接着固定せずに左右に回転できるようにする(図2(C)参照)。そして、前記エルボ55Bに、200〜300mm長さの単管55Cを接続し、浮上分離槽54の中間水移流パイプ54Aの水位とのバランスをとり、浮上物のみが浮上物貯留・分解槽58に移流するように調節する。これによって、浮上物貯留・分解槽58の処理水返送用のパイプ58Aの水位を前槽との落差に関係なく設定することができる。   In the multi-function processing apparatus 50 of the present embodiment, a method is adopted in which the levitated matter separated in the levitating separation tank 54 is transferred to the levitated substance storage / decomposition tank 58 without using a recovery tool. Specifically, as shown in FIG. 2 (B), the levitated substance storage / decomposition tank is positioned 50 to 70 mm higher than the water level of the intermediate water advection pipe 54A from the levitating separation tank 54 to the contact aeration tank 60. An opening 55A of the floating material advection pipe 54B is provided so that the elbow 55B of the advection port can be rotated left and right without being bonded and fixed (see FIG. 2C). Then, a single pipe 55C having a length of 200 to 300 mm is connected to the elbow 55B to balance with the water level of the intermediate water advection pipe 54A of the floating separation tank 54, and only the floating substance is transferred to the floating substance storage / decomposition tank 58. Adjust to advection. Thereby, the water level of the pipe 58A for returning the treated water in the levitated substance storage / decomposition tank 58 can be set regardless of the drop from the previous tank.

一方、前記接触曝気槽60は、図示の例では、底部が連通した仕切りによって2つのブロックに区切られており、それぞれに揺動床(揺動濾床)62と微細気泡ディフューザー(微細気泡発生装置)64を備えている。該接触曝気槽60を通過することによって、排水に曝気処理が施される。前記揺動床62は、「バイオフリンジ」(エヌ・イー・ティ株式会社製)のように、繊維濾過材の特長を活かし必要機能を最大限に具備した画期的な接触材であって、表面の微生物層保持性が高く、しかも循環水流による揺動効果で過剰付着分が表面から連続剥離する。   On the other hand, in the illustrated example, the contact aeration tank 60 is divided into two blocks by a partition whose bottom communicates with each other, and each of them has a rocking bed (rocking filter bed) 62 and a fine bubble diffuser (fine bubble generator). 64). By passing through the contact aeration tank 60, the waste water is subjected to an aeration process. The rocking floor 62 is an epoch-making contact material that maximizes the necessary functions by taking advantage of the characteristics of the fiber filter material, such as “Bio Fringe” (manufactured by NT Corporation). The microbial layer retainability on the surface is high, and the excessive adhesion is continuously peeled off from the surface by the rocking effect of the circulating water flow.

これにより従来の接触材のもつ閉塞,一斉離脱の欠点を完全に解消する。表面に微生物層が安定的に保持されることから、食物連鎖が形成され、汚泥沈降性の向上,高MLSS化により汚泥発生量が減少となり、汚泥処理無しの処理フローも可能となる。同時に脱窒効果もあり、コストパフォーマンスは最高である。具体的には、下記のような利点がある。
(1)処理能力が2〜5倍(省スペース・増設不要)。
(2)汚泥発生量が1/5〜1/10(汚泥処理なし)。
(3)油分、SSが高くても凝集前処理不要(SRT増加効果)。
(4)長期間(15年以上)安定使用、メンテナンスフリー効果によりコスト削減。
(5)低濃度(短時間処理:数分)、高濃度(10,000mg・l)も問題なし。
This completely eliminates the drawbacks of blockage and simultaneous detachment of conventional contact materials. Since the microbial layer is stably held on the surface, a food chain is formed, and sludge generation is reduced by improving sludge settling and increasing MLSS, and a treatment flow without sludge treatment is also possible. At the same time, there is a denitrification effect and the cost performance is the best. Specifically, there are the following advantages.
(1) The processing capacity is 2 to 5 times (space saving and expansion unnecessary).
(2) Sludge generation amount is 1/5 to 1/10 (no sludge treatment).
(3) Aggregation pretreatment is not required even if the oil content and SS are high (SRT increasing effect).
(4) Cost reduction through long-term (over 15 years) stable use and maintenance-free effect.
(5) Low concentration (short-time treatment: several minutes) and high concentration (10,000 mg · l) are no problem.

前記接触曝気槽60で曝気された排水は、パイプ60Aによって生物濾過槽66へ送られる。生物濾過槽66は、底部が連通した仕切りによって3つのブロックに区切られており、それぞれの底部に微細気泡ディフューザー(微細気泡発生装置)72を備え、その上方には濾過材設置架台68上に設置された希土類鉱物濾過材70を備えている。該希土類鉱物濾過材70の材料や機能は上述した通りである。   The waste water aerated in the contact aeration tank 60 is sent to the biological filtration tank 66 through a pipe 60A. The biological filtration tank 66 is divided into three blocks by a partition that communicates at the bottom. Each biological filtration tank 66 is provided with a fine bubble diffuser (fine bubble generation device) 72 at the bottom, and is installed on a filter material installation stand 68 above. The rare earth mineral filter material 70 is provided. The material and function of the rare earth mineral filter medium 70 are as described above.

前記生物濾過槽66を通過して濾過された排水は、濾過槽流入パイプ74によって、濾過・放流槽80へ送られる。濾過・放流槽80は、仕切板82によって濾過槽本体84と放流槽94に分けられている。前記濾過槽本体84は、底部が連接した仕切りによって2つのブロックに区切られており、それぞれの底部に微細気泡ディフューザー90と、その上方に濾過材設置架台86によって支持された希土類鉱物濾過材88を備えており、前記多機能処理装置50の生物濾過槽66で処理された排水を更に濾過する。そして、該濾過槽本体84で濾過された排水は、パイプ92によって隣接する放流槽94へ送られる。   The wastewater filtered through the biological filtration tank 66 is sent to the filtration / discharge tank 80 by the filtration tank inflow pipe 74. The filtration / discharge tank 80 is divided into a filter tank main body 84 and a discharge tank 94 by a partition plate 82. The filtration tank body 84 is divided into two blocks by a partition where the bottoms are connected to each other. A fine bubble diffuser 90 is provided at each bottom, and a rare earth mineral filter material 88 supported by a filter material installation stand 86 is provided above the fine bubble diffuser 90. The wastewater treated in the biological filtration tank 66 of the multi-function treatment device 50 is further filtered. Then, the wastewater filtered by the filtration tank main body 84 is sent to the adjacent discharge tank 94 by the pipe 92.

該放流槽94の底部には微細気泡ディフューザー96が設けられており、上方には処理済みの排水を外部に放流するためのパイプ98が設けられている。該パイプ98は、濾過・放流槽80の外部で、放流パイプ98Aと希釈水返送パイプ98Bに分岐している。希釈水返送パイプ98Bは、前記多機能処理装置50の浮上物貯留・分解槽58のパイプ58Aと合流し、前記パイプ58Aを流れる分解物を希釈して、前記既設処理水槽10へ送り返している。一方、前記放流パイプ98Aで放流される水は、洗浄水や散水用としてリサイクル利用が可能である。あるいは、前記放流パイプ98Bを、必要に応じてオゾン処理槽100へ接続し、オゾン処理を施してから放流するようにしてもよい。   A fine bubble diffuser 96 is provided at the bottom of the discharge tank 94, and a pipe 98 for discharging treated wastewater to the outside is provided above. The pipe 98 is branched to a discharge pipe 98A and a diluted water return pipe 98B outside the filtration / discharge tank 80. The diluted water return pipe 98B merges with the pipe 58A of the levitated material storage / decomposition tank 58 of the multi-function processing device 50, dilutes the decomposed material flowing through the pipe 58A, and sends it back to the existing treated water tank 10. On the other hand, the water discharged by the discharge pipe 98A can be recycled for washing water or watering. Alternatively, the discharge pipe 98B may be connected to the ozone treatment tank 100 as necessary, and discharged after being subjected to ozone treatment.

このほか、本実施例の浄化システムでは、ブロア110と制御盤120が設けられている。前記ブロア110は、前記散気管42,微細気泡ディフューザー64,72,90,96に接続されるとともに、前記制御盤120に接続され、その動作が制御されている。また、前記制御盤120は、前記ブロア110のほか、送水ポンプ12,微細気泡発生装置56に接続され、それらの動作を制御している。   In addition, in the purification system of the present embodiment, a blower 110 and a control panel 120 are provided. The blower 110 is connected to the diffuser pipe 42 and the fine bubble diffusers 64, 72, 90, and 96, and is also connected to the control panel 120 to control its operation. In addition to the blower 110, the control panel 120 is connected to the water supply pump 12 and the fine bubble generating device 56, and controls their operations.

<実験例>・・・本実施例の浄化システムを利用した実験例について説明する。下記の条件にて処理を行い、原水と、嫌気槽30,好気槽40,浮上分離槽54,接触曝気槽60,生物濾過槽66での処理水を採取して、水素イオン濃度,浮遊物質量,化学的酸素要求量,生物学的酸素要求量,ノルマルヘキサン抽出物含有量,窒素含有量,リン含有量について分析を行った。   <Experimental Example> An experimental example using the purification system of this example will be described. Processing is performed under the following conditions, and raw water, treated water in the anaerobic tank 30, aerobic tank 40, flotation separation tank 54, contact aeration tank 60, and biological filtration tank 66 are collected, and the hydrogen ion concentration and suspended solids are collected. The amount, chemical oxygen demand, biological oxygen demand, normal hexane extract content, nitrogen content and phosphorus content were analyzed.

(1)原水:排水処理施設における処理水槽の処理水(本来であれば放流水)を使用した。
(2)嫌気槽:嫌気槽30のタンク底部に、希土類(レアアース)鉱物を処理対象液80lに対して約8%(容量)を充填した。静置状態で、22時間30分放置。
(3)好気槽:好気槽40の4カ所に、接触材として希土類(レアアース)鉱物1kg/個を吊り下げて曝気した。22時間30分連続曝気。
(4)浮上分離槽:好気槽40の磁気ディスクをはずし、テックフォーマー(微細気泡発生装置)をセットし始動した。テスト的に凝集剤を添加したが、テスト水量に対してテックフォーマーの気泡発生量が大きく極度の攪拌状態となり結果が得られなかった。30分で終了(計量数値は参考値として扱う)。
(5)接触曝気槽:バイオフリンジによる処理。「KF菌」(酵素微生物生剤ないし微生物・酵素製剤)及び活性促進剤「エコロクリスタル」(潮技研株式会社製)若干量を添加した。
(6)生物濾過槽:濾過材として、希土類(レアアース)鉱物80%、バイオフリンジ塊20%を使用した。槽の入りと出を小型ポンプで循環させた。22時間30分連続運転。
(1) Raw water: Treated water from the treatment tank in the wastewater treatment facility (originally discharged water) was used.
(2) Anaerobic tank: The bottom of the anaerobic tank 30 was filled with about 8% (volume) of rare earth (rare earth) mineral with respect to 80 l of the liquid to be treated. Let stand for 22 hours and 30 minutes.
(3) Aerobic tank: Aerobic tank 40 was aerated by hanging 1 kg / rare earth (rare earth) mineral as a contact material. Continuous aeration for 22 hours and 30 minutes.
(4) Levitation separation tank: The magnetic disk of the aerobic tank 40 was removed, and a tech former (fine bubble generator) was set and started. Although a flocculant was added as a test, the amount of bubbles generated by the tech former was large with respect to the amount of test water, resulting in extreme stirring and no results were obtained. Ends in 30 minutes (measured values are treated as reference values).
(5) Contact aeration tank: treatment with biofringe. “KF bacteria” (enzyme microbial preparation or microorganism / enzyme preparation) and activity promoter “Eco-Crystal” (manufactured by Chogiken) were added in small amounts.
(6) Biological filtration tank: As a filtering material, 80% rare earth (rare earth) mineral and 20% biofringe mass were used. The entrance and exit of the tank were circulated with a small pump. Continuous operation for 22 hours and 30 minutes.

前記「KF菌」としては、例えば、特許第2581521号に開示されている以下に示すものが使用される。
細菌 1×10 CFU/g
内訳 5×10 CFU/g グラム陽性カン菌
3×10 CFU/g グラム陰性カン菌
2×10 CFU/g グラム陽性球菌
4×10 CFU/g 有芽胞菌
酵母 5×10 CFU/g
糸状菌 9×10 CFU/g
As the “KF bacterium”, for example, the following one disclosed in Japanese Patent No. 2581521 is used.
Bacteria 1 × 10 9 CFU / g
Breakdown 5 × 10 8 CFU / g Gram-positive ant fungus
3 × 10 8 CFU / g Gram-negative gonococci
2 × 10 8 CFU / g Gram-positive cocci
4 × 10 7 CFU / g Spore yeast 5 × 10 7 CFU / g
Filamentous fungus 9 × 10 4 CFU / g

以下の表2に、放流規制値とともに分析結果を示す。この結果から、生物濾過槽66を通過した時点で、全ての分析項目について放流規制値を下回ることが確認できた。

Figure 2010125361
Table 2 below shows the analysis results together with the discharge regulation values. From this result, when passing through the biological filtration tank 66, it was confirmed that all the analysis items were below the discharge regulation value.
Figure 2010125361

このように、実施例1によれば、浮上分離槽54と、揺動床62を備えた接触曝気槽60と、希土類鉱物濾過材70を備えた生物濾過槽66とを含む多機能処理装置50の前に、嫌気槽30及び好気槽40を設け、前記多機能処理装置50の後に、希土類鉱物濾過材88を備えた濾過・放流槽80を設けることとした。このため、簡便かつ省スペースでありながら、畜産排水の高性能な処理が可能になるという効果が得られる。また、処理時間の短縮によりコストの削減も図ることができる。   As described above, according to the first embodiment, the multi-function processing apparatus 50 including the floating separation tank 54, the contact aeration tank 60 provided with the rocking bed 62, and the biological filtration tank 66 provided with the rare earth mineral filter material 70. Before, the anaerobic tank 30 and the aerobic tank 40 were provided, and the filtration / release tank 80 provided with the rare earth mineral filter material 88 was provided after the multifunctional processing apparatus 50. For this reason, the effect that the high performance processing of livestock wastewater becomes possible is acquired, being simple and space-saving. Further, the cost can be reduced by shortening the processing time.

次に、図3を参照しながら本発明の実施例2を説明する。なお、上述した実施例と同一ないし対応する構成要素には同一の符号を用いることとする。図3(A)は本実施例による浄化処理の流れを示す図,図3(B)は本実施例のシステムの全体構成を示す平面図,図3(C)は前記(B)の断面図である。本実施例は、本発明の浄化システムを、汚染土壌及び汚染地下水の浄化に適用した例であって、本システムと一般土壌細菌によって汚染物質を浄化・除去するものである。本実施例の浄化システムは、未改良土壌層(汚染土壌層)の下にある不透水層200まで達する遮水効果を有する遮蔽壁208によって囲まれた範囲内に設置されており、中継タンク220,多機能処理装置50,濾過槽240を中心に構成され、この他に、吸引井戸210,計量槽230,リターン井戸260,バイオタンク270,ブロア280,制御盤290などを含んでいる。また、前記不透水層200上は、地下水域202,未改良土壌層204,改良土206の順に層が形成されている。   Next, Embodiment 2 of the present invention will be described with reference to FIG. In addition, the same code | symbol shall be used for the component which is the same as that of the Example mentioned above or respond | corresponds. FIG. 3 (A) is a diagram showing the flow of purification processing according to this embodiment, FIG. 3 (B) is a plan view showing the overall configuration of the system of this embodiment, and FIG. 3 (C) is a sectional view of (B). It is. The present embodiment is an example in which the purification system of the present invention is applied to the purification of contaminated soil and contaminated groundwater, and the contaminants are purified and removed by this system and general soil bacteria. The purification system of the present embodiment is installed in a range surrounded by a shielding wall 208 having a water shielding effect reaching the impermeable layer 200 below the unimproved soil layer (contaminated soil layer). , The multi-function processing device 50 and the filtration tank 240, and in addition, a suction well 210, a measuring tank 230, a return well 260, a bio tank 270, a blower 280, a control panel 290, and the like are included. Further, on the impermeable layer 200, layers are formed in the order of a groundwater area 202, an unimproved soil layer 204, and an improved soil 206.

前記吸引井戸210は、改良土206及び未改良土壌層204を貫通しており、その内側に配設された吸引パイプ212の先端が、地下水域202に達している。中継タンク220は、前記吸引パイプ212に接続されており前記地下水域202から汚染地下水を揚水する揚水ポンプ222と、揚水した汚染地下水を送水パイプ226によって計量槽230へ送る送水ポンプ224を備えている。前記計量槽230には、前記中継タンク220へ汚染地下水を戻すための返送パイプ232と、計量された汚染地下水を多機能処理槽50へ送るための処理装置流入パイプ234が設けられている。   The suction well 210 passes through the improved soil 206 and the unimproved soil layer 204, and the tip of the suction pipe 212 disposed inside thereof reaches the groundwater area 202. The relay tank 220 is connected to the suction pipe 212 and includes a pumping pump 222 for pumping contaminated groundwater from the groundwater area 202, and a water pump 224 for sending the pumped contaminated groundwater to the measuring tank 230 through the water pipe 226. . The measuring tank 230 is provided with a return pipe 232 for returning contaminated groundwater to the relay tank 220 and a processing apparatus inflow pipe 234 for sending the measured contaminated groundwater to the multi-function processing tank 50.

前記多機能処理装置50は、上述した実施例1と同様の構成となっている。すなわち、
(1)微細気泡発生装置56を備えており前記計量槽230から送られた地下水から微粒夾雑物を浮上分離する浮上分離槽54,
(2)微細気泡ディフューザー64と揺動床62が設置されており、前記浮上物が分離された汚染地下水の曝気処理を行う接触曝気槽60,
(3)微細気泡ディフューザー72と希土類鉱物濾過材70とが設置されており、曝気処理後の汚染地下水の濾過を行う生物濾過槽66,
(4)浮上分離槽54で分離された浮上物を貯留して分解する浮上物貯留・分解槽58,
を含む構成となっている。このような多機能処理装置50では、VOC(揮発性有機化合物)の分解処理も行われる。そして、前記生物濾過層66を通過した汚染地下水が、濾過槽流入パイプ74によって濾過槽240へ送られ、前記浮上物貯留・分離層58で分解処理された浮上物が、パイプ58Aから排出される。
The multi-function processing device 50 has the same configuration as that of the first embodiment described above. That is,
(1) A floating separation tank 54 that includes a fine bubble generator 56 and floats and separates fine impurities from the groundwater sent from the measuring tank 230;
(2) A contact aeration tank 60 in which a fine bubble diffuser 64 and an oscillating floor 62 are installed, and performs aeration treatment of contaminated groundwater from which the floating matter is separated,
(3) A biological filtration tank 66 in which a fine bubble diffuser 72 and a rare earth mineral filter medium 70 are installed, and which filters contaminated groundwater after aeration treatment,
(4) a levitated substance storage / decomposition tank 58 for storing and decomposing levitated matter separated in the levitating separation tank 54;
It is the composition which includes. In such a multi-function processing apparatus 50, a decomposition process of VOC (volatile organic compound) is also performed. The contaminated groundwater that has passed through the biological filtration layer 66 is sent to the filtration tank 240 by the filtration tank inflow pipe 74, and the levitated matter decomposed by the levitated substance storage / separation layer 58 is discharged from the pipe 58A. .

前記濾過槽240は、仕切板242A,242Bによって濾過槽本体が3つの濾過室244,246,248に仕切られており、各濾過室は、底部が連接した仕切板242Cによってそれぞれ2つのブロックに区切られている。これら濾過室244,246,248の各ブロックの底部には、微細気泡ディフューザー254と、その上方に濾過材設置架台252によって支持された希土類鉱物濾過材250を備えている。また濾過室244と246はパイプ244Aで接続しており、濾過室246と248はパイプ246Aで接続している。このため、前記多機能処理装置50の生物濾過槽66で処理された汚染地下水は、濾過室244→246→248の順に通過しながら更に濾過,吸着,分解,イオン化処理され、リターンパイプ256へ送られる。なお、前記多機能処理装置50及び濾過槽240で利用される希土類鉱物濾過材の材料や機能は、上述した実施例1と同様である。   The filtration tank 240 is divided into three filtration chambers 244, 246, and 248 by a partition plate 242A and 242B, and each filtration chamber is divided into two blocks by a partition plate 242C having a bottom part connected thereto. It has been. At the bottom of each block of the filtration chambers 244, 246, 248, a fine bubble diffuser 254 and a rare earth mineral filter medium 250 supported by a filter medium installation base 252 are provided above. The filtration chambers 244 and 246 are connected by a pipe 244A, and the filtration chambers 246 and 248 are connected by a pipe 246A. Therefore, the contaminated groundwater treated in the biological filtration tank 66 of the multi-function treatment apparatus 50 is further filtered, adsorbed, decomposed, and ionized while passing through the filtration chambers 244 → 246 → 248, and sent to the return pipe 256. It is done. In addition, the material and function of the rare earth mineral filter used in the multi-function processing device 50 and the filter tank 240 are the same as those in the first embodiment.

前記リターンパイプ256は、前記改良土206を貫通するリターン井戸260の内側に配設され、その先端が未改良土壌層204に達している。このため、前記濾過槽240を通過した処理済みの地下水は、前記リターンパイプ256を介して、未改良土壌層204へリターンされる。該未改良土壌層204に処理水を循環させることで、土壌菌が活性化し有害物質の分解を促進する。また、前記リターンパイプ256には、処理水採取バルブ258が設けられており、水質検査などのために処理水の採取をする場合に利用される。   The return pipe 256 is disposed inside a return well 260 that penetrates the improved soil 206, and the tip thereof reaches the unmodified soil layer 204. For this reason, the treated groundwater that has passed through the filtration tank 240 is returned to the unimproved soil layer 204 via the return pipe 256. Circulating treated water through the unmodified soil layer 204 activates soil bacteria and promotes decomposition of harmful substances. The return pipe 256 is provided with a treated water collection valve 258, which is used when collecting treated water for water quality inspection or the like.

このほか、本実施例の浄化システムでは、バイオタンク270,ブロア280,制御盤290が設けられている。前記バイオタンク270は、必要に応じて設けられるもので、定量ポンプ272とパイプ274を備えており、前記多機能処理装置50の浮上分離槽54に、前記パイプ274を介して酵素微生物生剤(前述のKF菌など)を添加するものである。該酵素微生物生剤は、「安定多数の原理」(エンリッチメントカルチャー)に基づいて特殊な培養技術によって得られた分解菌であって、一般細菌数は、1.9×1010であり、あらゆる条件下に対応する働きをする。揺動床62や微細気泡発生装置56との組み合わせにより、短時間(通常処理時間の1/5)での処理が可能となる。BODの除去はもちろん、脱窒の固定菌としても威力を発揮する(酵素微生物活性化剤は、微細気泡発生装置56が供給する高溶存酸素によって強力な分解能力を発揮する)。該酵素微生物生剤の働きにより、処理水には臭気や汚泥がなくなるという利点がある。 In addition, in the purification system of the present embodiment, a bio tank 270, a blower 280, and a control panel 290 are provided. The bio-tank 270 is provided as necessary, and includes a metering pump 272 and a pipe 274, and is supplied to the floating separation tank 54 of the multi-function processing device 50 via the pipe 274. The above-mentioned KF bacteria etc. are added. The enzyme microbial bioagent is a degrading bacterium obtained by a special culturing technique based on “stable many principles” (enrichment culture), and has a general bacterial count of 1.9 × 10 10 , Works corresponding to the conditions. By combining with the swing bed 62 and the fine bubble generating device 56, processing in a short time (1/5 of the normal processing time) becomes possible. It not only removes BOD, but also exerts its power as a denitrifying fixed bacterium (the enzyme microbial activator exhibits a strong decomposing ability due to highly dissolved oxygen supplied by the microbubble generator 56). Due to the action of the enzyme microbial herbicide, the treated water has the advantage of eliminating odor and sludge.

また、前記ブロア280は、図示しない配線によって、微細気泡ディフューザー64,72,254に接続されるとともに、前記制御盤290に接続され、その動作が制御されている。また、前記制御盤290は、前記ブロア280のほか、揚水ポンプ222,送水ポンプ224,微細気泡発生装置56などに接続され、それらの動作を制御している。   The blower 280 is connected to the fine bubble diffusers 64, 72, and 254 by wiring (not shown), and is connected to the control panel 290 to control its operation. In addition to the blower 280, the control panel 290 is connected to a pumping pump 222, a water pump 224, a fine bubble generator 56, and the like, and controls their operations.

このように、本実施例の浄化システムによれば、浄化システムで利用される希土類鉱物濾材と、処理済みの地下水がリターンされる未改良土壌層204における一般土壌細菌の働きを組み合わせることにより、効率よく、土壌・地下水の汚染物質(VOCや重金属類)を浄化・除去できる。また、短時間での処理が可能になることから、コストの削減を図ることもできる。更に、必要に応じて酵素微生物生剤を併用することで、処理時間の大幅な短縮と、処理水から臭気や汚泥をなくすことも可能である。   Thus, according to the purification system of the present embodiment, by combining the rare earth mineral filter medium used in the purification system and the action of general soil bacteria in the unmodified soil layer 204 to which treated groundwater is returned, efficiency is improved. Well, it can purify and remove soil and groundwater contaminants (VOC and heavy metals). In addition, since processing can be performed in a short time, costs can be reduced. Furthermore, by using an enzyme microbial herbicide together as necessary, it is possible to significantly shorten the treatment time and eliminate odor and sludge from the treated water.

<実験例1>・・・次に、本実施例の実験例1を説明する。希土類鉱物濾材を利用した多機能処理装置50に、前記バイオタンク270から酵素微生物生剤を添加し、48時間連続曝気を行い、汚染物質の除去状態を試験した。試験試料は、千葉県内で採取した汚染土壌1,000gを水道水2lに溶解したものをテスト原水とした。試験結果を以下の表3に示す。表3の結果から、処理水は、計量項目の全てにおいて、土壌溶出量基準を下回ることが確認された。

Figure 2010125361
<Experimental Example 1> Next, Experimental Example 1 of this example will be described. Enzyme microbial herbicide was added from the bio tank 270 to the multi-function processing apparatus 50 using rare earth mineral filter media, and aeration was continuously performed for 48 hours to test the removal state of contaminants. The test sample was prepared by dissolving 1,000 g of contaminated soil collected in Chiba Prefecture in 2 liters of tap water. The test results are shown in Table 3 below. From the results of Table 3, it was confirmed that the treated water was below the soil elution amount standard in all the measurement items.
Figure 2010125361

<実験例2>・・・ベンゼン含有土壌を想定し、前記実験例1で使用した土壌にベンゼンを乳化混入した。汚染ヘドロ550gに、乳化ベンゼン220cc,水道水1,000ccで溶解させ、微細ふるいを通したのちに試料液とした。処理試験は、土壌用バイオ溶液30l,酵素微生物生剤100gを添加し、48時間連続曝気した。その結果、未処理の試料液では、ベンゼンの含有量が1,590mg/lであったのに対し、処理液では、土壌溶出量基準の0.01mg/lを下回ることが確認された。   <Experimental example 2> ... Assuming benzene-containing soil, benzene was emulsified and mixed in the soil used in Experimental example 1. It was dissolved in 550 g of contaminated sludge with 220 cc of emulsified benzene and 1,000 cc of tap water, passed through a fine sieve, and used as a sample solution. In the treatment test, 30 l of bio solution for soil and 100 g of enzyme microbial herbicide were added and aerated continuously for 48 hours. As a result, it was confirmed that the untreated sample solution had a benzene content of 1,590 mg / l, whereas the treated solution was less than 0.01 mg / l of the soil elution amount standard.

なお、本発明は、上述した実施例に限定されるものではなく、本発明の要旨を逸脱しない範囲内において種々変更を加え得ることができる。例えば、以下のものも含まれる。
(1)前記実施例で示した装置構成は一例であり、必要に応じて適宜変更してよい。例えば、処理水量に応じて多機能処理装置50を複数連結してもよい。また、前記実施例1では、濾過・放流槽80を一体型としたが、濾過槽と放流槽を独立して用意してもよい。
(2)前記実施例2で示した酵素微生物生剤の添加も一例であり、必要に応じて添加するようにすればよい。また、前記実施例1においても、必要に応じて多機能処理装置50に、前記酵素微生物生剤を添加するようにしてもよい。
(3)前記実施例1では畜産排水の処理に本発明を適用したが、これも一例であり、厨房排水,災害時雑排水,工場排水などの各種排水に本発明は適用可能である。
In addition, this invention is not limited to the Example mentioned above, A various change can be added in the range which does not deviate from the summary of this invention. For example, the following are also included.
(1) The apparatus configuration shown in the above embodiment is an example, and may be appropriately changed as necessary. For example, a plurality of multi-function treatment devices 50 may be connected according to the amount of treated water. Moreover, in the said Example 1, although the filtration and the discharge tank 80 was made into the integral type, you may prepare a filtration tank and a discharge tank independently.
(2) The addition of the enzyme microbial herbicide shown in Example 2 is an example, and it may be added as necessary. Also in the first embodiment, the enzyme microorganism herbicide may be added to the multi-function processing apparatus 50 as necessary.
(3) In the first embodiment, the present invention is applied to the treatment of livestock wastewater. However, this is also an example, and the present invention can be applied to various wastewaters such as kitchen wastewater, disaster-time wastewater, and factory wastewater.

本発明によれば、浮上分離槽と、揺動床を備えた接触曝気槽と、希土類(レアアース)鉱物を濾過材として用いた生物濾過槽とを備えた多機能処理装置の前に、(1)排水の嫌気性及び好気性処理を行う嫌気槽及び好気槽を設ける,あるいは、(2)揚水した汚染地下水を貯留する中継タンクを設ける。そして、前記(1)及び(2)のいずれの場合も、前記多機能処理装置の後に、前記希土類鉱物を濾過材として用いた濾過槽を設けることとしたので、浄化システムの用途に適用できる。特に、畜産排水の浄化や、汚染土壌及び汚染地下水の浄化用のシステムとして好適である。   According to the present invention, before the multi-functional treatment apparatus including the floating separation tank, the contact aeration tank provided with the swinging bed, and the biological filtration tank using rare earth (rare earth) mineral as a filter medium, (1 ) Install anaerobic tank and aerobic tank for anaerobic and aerobic treatment of drainage, or (2) install a relay tank to store the pumped contaminated groundwater. In both cases (1) and (2), a filtration tank using the rare earth mineral as a filter material is provided after the multi-function treatment apparatus, and therefore, it can be applied to the use of a purification system. In particular, it is suitable as a system for purifying livestock wastewater and purifying contaminated soil and contaminated groundwater.

本発明の実施例1を示す図であり、(A)は本実施例による浄化処理の流れを示す図,(B)は本実施例のシステムの全体構成を示す平面図,(C)は前記(B)の断面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a figure which shows Example 1 of this invention, (A) is a figure which shows the flow of the purification process by a present Example, (B) is a top view which shows the whole structure of the system of a present Example, (C) is the said It is sectional drawing of (B). 本発明のシステムを構成する多機能処理装置の浮上分離槽及び浮上物貯留・分解槽を示す図であり、(A)は平面図,(B)は前記(A)を矢印F2方向から見た側面図,(C)は浮上物移流管を示す図である。It is a figure which shows the floating separation tank and floating matter storage / decomposition tank of the multifunction processing apparatus which comprise the system of this invention, (A) is a top view, (B) looked at said (A) from the arrow F2 direction. Side view, (C) shows the floating object advection tube. 本発明の実施例2を示す図であり、(A)は本実施例による浄化処理の流れを示す図,(B)は本実施例のシステムの全体構成を示す平面図,(C)は前記(B)の断面図である。It is a figure which shows Example 2 of this invention, (A) is a figure which shows the flow of the purification process by a present Example, (B) is a top view which shows the whole structure of the system of a present Example, (C) is the said figure It is sectional drawing of (B).

符号の説明Explanation of symbols

10:既設処理水槽
12:送水ポンプ
14:揚水パイプ
16:返送パイプ
20:計量槽
22:嫌気槽流入パイプ
30:嫌気槽
32:希土類(レアアース)鉱物濾過材
34:好気槽流入パイプ
40:好気槽
42:散気管
44A,44B:濾過材設置架台
46A,46B:希土類(レアアース)鉱物濾過材
48:処理装置流入パイプ
50:多機能処理装置
52A〜52C:仕切板
54:浮上分離槽
54A:中間水移流パイプ
54B:浮上物移流パイプ
55A:開口
55B:エルボ
55C:単管
56:微細気泡発生装置
58:浮上物貯留・分解槽
58A:パイプ
59A:揺動床
59B:微細気泡ディフューザー
60:接触曝気槽
60A:パイプ
62:揺動床
64,72:微細気泡ディフューザー
66:生物濾過槽
68:濾過材設置架台
70:希土類(レアアース)鉱物濾過材
74:濾過槽流入パイプ
80:濾過・放流槽
82:仕切板
84:濾過槽本体
86:濾過材設置架台
88:希土類(レアアース)鉱物濾過材
90,96:微細気泡ディフューザー
92:パイプ
94:放流槽
98:パイプ
98A:放流パイプ
98B:希釈水返送パイプ
100:オゾン処理槽
110:ブロア
120:制御盤
200:不透水層
202:地下水域
204:未改良土壌層
206:改良土
208:遮蔽壁
210:吸引井戸
212:吸引パイプ
220:中継タンク
222:揚水ポンプ
224:送水ポンプ
226:送水パイプ
230:計量槽
232:返送パイプ
234:処理装置流入パイプ
240:濾過槽
242A〜242C:仕切板
244,246,248:濾過室
244A,246A:パイプ
250:希土類(レアアース)鉱物濾過材
252:濾過材設置架台
254:微細気泡ディフューザー
256:リターンパイプ
258:処理水採取バルブ
260:リターン井戸
270:バイオタンク
272:定量ポンプ
274:パイプ
280:ブロア
290:制御盤
10: Existing treatment water tank 12: Water pump 14: Pumping pipe 16: Return pipe 20: Metering tank 22: Anaerobic tank inflow pipe 30: Anaerobic tank 32: Rare earth (rare earth) mineral filter material 34: Aerobic tank inflow pipe 40: Good Air tank 42: Diffuser pipes 44A, 44B: Filter medium installation base 46A, 46B: Rare earth (rare earth) mineral filter medium 48: Treatment apparatus inflow pipe 50: Multi-function treatment apparatus 52A-52C: Partition plate 54: Floating separation tank 54A: Intermediate water advection pipe 54B: Floating matter advection pipe 55A: Opening 55B: Elbow 55C: Single pipe 56: Fine bubble generator 58: Floating matter storage / decomposition tank 58A: Pipe 59A: Oscillating bed 59B: Fine bubble diffuser 60: Contact Aeration tank 60A: Pipe 62: Rocking bed 64, 72: Fine bubble diffuser 66: Biological filtration tank 68: Filtration Installation base 70: Rare earth (rare earth) mineral filter material 74: Filtration tank inflow pipe 80: Filtration / discharge tank 82: Partition plate 84: Filtration tank body 86: Filter medium installation base 88: Rare earth (rare earth) mineral filter medium 90, 96 : Fine bubble diffuser 92: Pipe 94: Discharge tank 98: Pipe 98A: Discharge pipe 98B: Diluted water return pipe 100: Ozone treatment tank 110: Blower 120: Control panel 200: Impermeable layer 202: Groundwater area 204: Unmodified soil Layer 206: Improved soil 208: Shielding wall 210: Suction well 212: Suction pipe 220: Relay tank 222: Water pump 224: Water pump 226: Water pipe 230: Metering tank 232: Return pipe 234: Treatment device inflow pipe 240: Filtration Tanks 242A-242C: Partition plates 244, 246, 248: Filtration chambers 244A, 24 A: Pipe 250: Rare earth (rare earth) mineral filter medium 252: Filter medium installation base 254: Fine bubble diffuser 256: Return pipe 258: Treated water collection valve 260: Return well 270: Bio tank 272: Metering pump 274: Pipe 280: Blower 290: Control panel

Claims (4)

排水の嫌気性処理を行う嫌気槽,
散気手段を備えており、前記嫌気槽を通過した排水の好気性処理を行う好気槽,
微細気泡発生手段を備えており前記好気槽を通過した排水から浮上物を分離する浮上分離槽と、微細気泡発生手段と揺動床が設置されており前記浮上物が分離された排水の曝気処理を行う接触曝気槽と、微細気泡発生手段と希土類鉱物からなる濾過材が設置されており曝気処理後の排水の濾過を行う生物濾過槽と、前記浮上分離槽で分離された浮上物を貯留して分解する浮上物貯留・分解槽とを含む多機能処理装置,
微細気泡発生手段と希土類鉱物からなる濾過材が設置されており、前記生物濾過槽を通過した排水を更に濾過する濾過槽と、該濾過槽を通過した処理排水を貯留するとともに外部に放流可能な放流槽とを含む濾過・放流槽,
を備えたことを特徴とする排水処理システム。
Anaerobic tank for anaerobic treatment of waste water,
An aerobic tank having an aeration means for performing an aerobic treatment of the waste water that has passed through the anaerobic tank;
A flotation separation tank that includes fine bubble generation means and separates levitated material from waste water that has passed through the aerobic tank, and aeration of the waste water from which the fine bubble generation means and the swing bed are installed and the levitated substance is separated A contact aeration tank for processing, a biological filtration tank for filtering the waste water after the aeration process, which is equipped with a fine bubble generating means and a filter medium made of rare earth minerals, and a levitated substance separated in the flotation separation tank are stored. Multifunctional processing equipment including floating substance storage / decomposition tank that decomposes
A filter medium comprising fine bubble generating means and a rare earth mineral is installed, a filtration tank that further filters the wastewater that has passed through the biological filtration tank, and treatment wastewater that has passed through the filtration tank can be stored and discharged to the outside. Filtration / discharge tank including discharge tank,
A wastewater treatment system characterized by comprising:
前記嫌気槽又は好気槽の少なくとも一方が、希土類鉱物からなる濾過材を含むことを特徴とする請求項1記載の排水処理システム。   The wastewater treatment system according to claim 1, wherein at least one of the anaerobic tank or the aerobic tank includes a filter medium made of a rare earth mineral. 前記排水が、畜産排水であることを特徴とする請求項1又は2記載の排水処理システム。   The wastewater treatment system according to claim 1 or 2, wherein the wastewater is livestock wastewater. 汚染土壌の下にある不透水層まで達し遮水効果を有する遮蔽壁によって囲まれた一定の範囲内に設置される浄化システムであって、
前記不透水層より上の地下水域から汚染地下水を揚水する揚水ポンプと、揚水した汚染地下水を外部へ送水する送水ポンプとを有する中継タンク,
微細気泡発生手段を備えており前記中継タンクから送られた汚染地下水から浮上物を分離する浮上分離槽と、微細気泡発生手段と揺動床が設置されており前記浮上物が分離された汚染地下水の曝気処理を行う接触曝気槽と、微細気泡発生手段と希土類鉱物からなる濾過材とが設置されており曝気処理後の汚染地下水の濾過を行う生物濾過槽と、前記浮上分離槽で分離された浮上物を貯留して分解する浮上物貯留・分解槽とを含む多機能処理装置,
微細気泡発生手段と希土類鉱物からなる濾過材が設置されており、前記生物濾過槽を通過した汚染地下水を更に濾過する濾過槽,
該濾過槽を通過した処理後の地下水を、前記地下水域より上方の未改良土壌層へ戻すリターン手段,
を備えたことを特徴とする浄化システム。
A purification system installed in a certain area surrounded by a shielding wall that reaches the impermeable layer under the contaminated soil and has a water shielding effect,
A relay tank having a pump for pumping contaminated groundwater from a groundwater area above the impermeable layer, and a water pump for pumping the pumped contaminated groundwater to the outside;
A flotation separation tank that has fine bubble generating means and separates levitated material from contaminated groundwater sent from the relay tank, and contaminated groundwater in which the fine bubble generating means and the swing bed are installed and the levitated material is separated. A contact aeration tank for performing aeration treatment of the above, a biological filtration tank for filtering the contaminated groundwater after the aeration treatment in which a fine bubble generating means and a filtering material made of rare earth minerals are installed, and the floating separation tank separated A multi-function processing device including a levitated material storage / decomposition tank for storing and decomposing levitated material,
A filter tank that is provided with a filter medium comprising fine bubble generating means and a rare earth mineral, and further filters contaminated groundwater that has passed through the biological filter tank;
Return means for returning the treated groundwater that has passed through the filtration tank to the unmodified soil layer above the groundwater area,
A purification system characterized by comprising:
JP2008300428A 2008-11-26 2008-11-26 Wastewater treatment system and purification system Pending JP2010125361A (en)

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KR101055311B1 (en) * 2010-12-22 2011-08-09 코오롱워터텍 주식회사 Altitude processing device of village sewage using rare earth ball
CN102161550A (en) * 2011-01-13 2011-08-24 蔡志武 Method for producing feed additive from livestock and poultry breeding wastewater and purifying breeding wastewater to reclaimed water
CN102206002A (en) * 2011-05-05 2011-10-05 镇江维赛科技发展有限公司 Preparation method of modified haydite filler for sewage purification
CN102211809A (en) * 2011-05-05 2011-10-12 江苏大学 Preparation method of modified limestone filler used for sewage purification
CN102951755A (en) * 2012-11-23 2013-03-06 南京格洛特环境工程有限公司 Processing method and processing equipment of rear earth wastewater
CN102964002A (en) * 2012-11-23 2013-03-13 南京格洛特环境工程有限公司 Heavy metal-removal, nitrogen-removal and organic phase recovery reactor for rare earth and tungsten-molybdenum extraction waste water
CN103524002A (en) * 2013-10-28 2014-01-22 波鹰(厦门)科技有限公司 A high-fat food processing wastewater treatment device
CN104016557A (en) * 2014-05-13 2014-09-03 湖南山河美生物环保科技股份有限公司 Governance method for realizing resource utilization and zero pollution emission of piggery wastes
CN104291532A (en) * 2014-10-27 2015-01-21 南京格洛特环境工程股份有限公司 Treatment method and equipment of beta-naphthol production wastewater
CN105060654A (en) * 2015-09-02 2015-11-18 上海泓济环保工程有限公司 Denitrification system for high-salinity low-carbon-nitrogen-ratio chemical wastewater and treatment method of wastewater
JP7213386B1 (en) 2022-06-13 2023-01-26 ▲カン▼州晨光希土新材料有限公司 Purification material for rare earth metal or rare earth alloy, method for producing the same, method for purification of rare earth metal or rare earth alloy
WO2023245897A1 (en) * 2022-06-23 2023-12-28 广东邦普循环科技有限公司 Backflow unit and sewage treatment system
GB2625178A (en) * 2022-06-23 2024-06-12 Hunan Brunp Recycling Tech Co Ltd Backflow unit and sewage treatment system

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KR101055311B1 (en) * 2010-12-22 2011-08-09 코오롱워터텍 주식회사 Altitude processing device of village sewage using rare earth ball
CN102161550A (en) * 2011-01-13 2011-08-24 蔡志武 Method for producing feed additive from livestock and poultry breeding wastewater and purifying breeding wastewater to reclaimed water
CN102161550B (en) * 2011-01-13 2012-11-21 蔡志武 Method for producing feed additive from livestock and poultry breeding wastewater and purifying breeding wastewater to reclaimed water
CN102206002A (en) * 2011-05-05 2011-10-05 镇江维赛科技发展有限公司 Preparation method of modified haydite filler for sewage purification
CN102211809A (en) * 2011-05-05 2011-10-12 江苏大学 Preparation method of modified limestone filler used for sewage purification
CN102951755A (en) * 2012-11-23 2013-03-06 南京格洛特环境工程有限公司 Processing method and processing equipment of rear earth wastewater
CN102964002A (en) * 2012-11-23 2013-03-13 南京格洛特环境工程有限公司 Heavy metal-removal, nitrogen-removal and organic phase recovery reactor for rare earth and tungsten-molybdenum extraction waste water
CN103524002B (en) * 2013-10-28 2015-08-26 波鹰(厦门)科技有限公司 High grease food processing effluent treatment plant
CN103524002A (en) * 2013-10-28 2014-01-22 波鹰(厦门)科技有限公司 A high-fat food processing wastewater treatment device
CN104016557A (en) * 2014-05-13 2014-09-03 湖南山河美生物环保科技股份有限公司 Governance method for realizing resource utilization and zero pollution emission of piggery wastes
CN104291532A (en) * 2014-10-27 2015-01-21 南京格洛特环境工程股份有限公司 Treatment method and equipment of beta-naphthol production wastewater
CN104291532B (en) * 2014-10-27 2016-03-23 南京格洛特环境工程股份有限公司 A kind of 2-Naphthol production wastewater treatment method and apparatus
CN105060654A (en) * 2015-09-02 2015-11-18 上海泓济环保工程有限公司 Denitrification system for high-salinity low-carbon-nitrogen-ratio chemical wastewater and treatment method of wastewater
JP7213386B1 (en) 2022-06-13 2023-01-26 ▲カン▼州晨光希土新材料有限公司 Purification material for rare earth metal or rare earth alloy, method for producing the same, method for purification of rare earth metal or rare earth alloy
JP2023181957A (en) * 2022-06-13 2023-12-25 ▲カン▼州晨光希土新材料有限公司 Purification material for rare earth metals or rare earth alloys and its manufacturing method, purification method for rare earth metals or rare earth alloys
WO2023245897A1 (en) * 2022-06-23 2023-12-28 广东邦普循环科技有限公司 Backflow unit and sewage treatment system
GB2625178A (en) * 2022-06-23 2024-06-12 Hunan Brunp Recycling Tech Co Ltd Backflow unit and sewage treatment system
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