JPH11179387A - Carrier for biological treatment of waste water - Google Patents

Carrier for biological treatment of waste water

Info

Publication number
JPH11179387A
JPH11179387A JP9357163A JP35716397A JPH11179387A JP H11179387 A JPH11179387 A JP H11179387A JP 9357163 A JP9357163 A JP 9357163A JP 35716397 A JP35716397 A JP 35716397A JP H11179387 A JPH11179387 A JP H11179387A
Authority
JP
Japan
Prior art keywords
carrier
water
carriers
biological treatment
microorganisms
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP9357163A
Other languages
Japanese (ja)
Other versions
JP3262525B2 (en
Inventor
Yoko Sato
洋子 佐藤
Hiromi Shimotakahara
博美 下高原
Yoshinori Hiwasa
義則 日和佐
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MIYOSHI SHOKAI
Original Assignee
MIYOSHI SHOKAI
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by MIYOSHI SHOKAI filed Critical MIYOSHI SHOKAI
Priority to JP35716397A priority Critical patent/JP3262525B2/en
Publication of JPH11179387A publication Critical patent/JPH11179387A/en
Application granted granted Critical
Publication of JP3262525B2 publication Critical patent/JP3262525B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Biological Treatment Of Waste Water (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a carrier consisting of a hydrophobic member, to which microorganisms can adhere, which can be carried on a water current to rotationally move simultaneously with a startup of a biological treatment without waiting for the adhesion of microorganisms, and which can maintain the rotational movement for a long time, by supporting lignin on a wet surface of the carrier to have such wettability as bubbles hardly adhere. SOLUTION: Carriers 1 consist of a hydrophobic member made of porous polyurethane foam which is a rectangular parallelepiped 6 mm square, and are formed by constituting the wet surfaces of the carriers 1 in such a way that they support lignin to give such wettability as bubbles hardly adhere. Biological treatment equipment is provided with an element 12 for preventing outflow of the carrier installed in a lower part of a reaction tank 10. The element 12 for preventing outflow of the carriers is composed of a hard water-permeable plate body, such as a net body, whose mesh size is smaller than the carriers 1 to prevent the outflow of the carriers 1. The reaction tank 10 is constituted in such a manner that an air diffusion pipe 13 is connected to a blower 14, an aeration operation is carried out by pressure of air jetting out from the air diffusion pipe 13, and the carriers 1 in the tank are carried on the flow of an liquid in the tank to rotationally move in water.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、生活廃水や産業廃
水等の廃水中に含まれる有機物を担体流動床により生物
処理するのに有用な担体に関し、さらに詳しくは、ばっ
気運転するタイプや撹拌運転するタイプや好気状態と嫌
気状態を交互に繰り返して運転するタイプやその他の各
種タイプの公知の回分式または連続式の生物反応槽内で
分解処理するのに有用な廃水の生物処理用の担体に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a carrier useful for biologically treating organic substances contained in wastewater such as domestic wastewater or industrial wastewater by a carrier fluidized bed. For the biological treatment of wastewater useful for decomposing in a known batch type or continuous type biological reaction tank of a driving type, an aerobic state and an anaerobic state alternately and repeatedly operating, and other various types. Carrier.

【0002】[0002]

【従来の技術】廃水中の有機物を微生物で分解処理する
場合、微生物が付着する担体をいかに効果的に流動させ
られるか非常に重要な問題である。例えばスポンジ状担
体の多くは疎水性であり、微生物反応槽内にそのまま投
入しても内液になじまず、水面上に浮き続け、微生物が
付着するまでの間は沈降そして回動は起らない。また、
たとえ、気泡を抜きながら水没させたとしても、反応槽
内をばっ気(エアーレーション)運転することで、再び
担体に気泡が付着し、担体が水面状に浮かび上がってし
まうので、水面上に浮いた状態における流動は得られる
ものの、担体が水中を回流するという効果的な回動は起
こらない。
2. Description of the Related Art When organic matter in wastewater is decomposed with microorganisms, it is very important how to effectively flow a carrier to which microorganisms adhere. For example, many sponge-like carriers are hydrophobic, so they do not adapt to the internal solution even if they are put into the microbial reaction tank as they are, keep floating on the water surface, and do not settle and rotate until microorganisms adhere. . Also,
Even if the water is immersed while removing the air bubbles, the aeration operation in the reaction tank causes the air bubbles to adhere to the carrier again, and the carrier floats on the water surface. Although the flow in the closed state is obtained, the effective rotation of the carrier circulating in the water does not occur.

【0003】そこで、ポリウレタン等の疎水性であるス
ポンジ状担体を、アルコールや担体濡れ性改良剤により
親水化したり、或いは、水や生物汚泥混合液等を吸水さ
せた後、生物反応槽に投入してばっ気することで、回動
化するようにした方法が、特公平4−55757号、特
開平9−57288号に挙げられている。但し、生物汚
泥混合液等を吸水させる方法は、生物汚泥混合液等を準
備しずらい施設では困難である。また、担体に水を含ま
せる方法とアルコールによる浸水化は、処理中におい
て、すなわち、既存の廃水生物処理施設や、新規の場合
は担体投入直後に廃水が流入する施設のみ有効である。
単なる水中では、ばっ気運転開始直後に限って担体は回
流するが、数時間もしくは1日も経過しないうちに、ば
っ気により発生する気泡が担体に付着して、担体が水面
状に浮かび上がってしまい、回動は起こらなくなってし
まう。これは、比重1以上の担体であっても気泡が付着
することで、見かけの比重が1を下回ってしまう結果と
して担体は浮かび上がるからである。この点、廃水中で
あれば、時間が経つにつれ、微生物が疎水性の担体表面
に付着し始めて親水化されるので、徐々に担体は濡れ性
を高めることから気泡が付着しずらくなって槽内を回流
することになるものの、担体に微生物が付着して親水化
するまでは浮き続けるから、その間における効果的な回
動は得られない。
[0003] Therefore, a hydrophobic sponge-like carrier such as polyurethane is hydrophilized with an alcohol or a carrier wettability improver, or water or a mixture of biological sludge is absorbed and then charged into a biological reaction tank. Japanese Patent Publication No. 4-55757 and Japanese Unexamined Patent Publication No. 9-57288 disclose a method of turning the rotation by taking care of it. However, it is difficult to absorb the biological sludge mixture in facilities where it is difficult to prepare the biological sludge mixture. In addition, the method of including water in the carrier and the submergence with alcohol are effective only during treatment, that is, only in an existing wastewater biological treatment facility, or in a new case, a facility into which wastewater flows in immediately after the introduction of the carrier.
In mere water, the carrier circulates only immediately after the start of the aeration operation, but within a few hours or even one day, bubbles generated by the aeration adhere to the carrier and the carrier floats on the water surface. That is, the rotation does not occur. This is because even if the carrier has a specific gravity of 1 or more, bubbles adhere to the carrier, and as a result, the carrier appears as a result of the apparent specific gravity being lower than 1. In this regard, in the case of wastewater, as time passes, microorganisms begin to adhere to the surface of the hydrophobic carrier and become hydrophilic, so that the carrier gradually increases the wettability, so that bubbles hardly adhere to the tank. Although it is circulated inside, it keeps floating until microorganisms adhere to the carrier and become hydrophilic, so that effective rotation during that time cannot be obtained.

【0004】本願発明者は担体に親水化を付与するため
のものとして界面活性剤に着目した。この界面活性剤等
については、例えば、ポリオキシエチレンアルキルエー
テル、アルキルエーテル硫酸エステルナトリウム、脂肪
酸アルカノールアミド、および、アルキルアミンオキシ
ド等を成分とした、通常用いられる台所用合成洗剤(例
えば、花王(株)のファミリーフレッシュ等)を始め、
この他、非イオン系で、アルキル・アリル・エーテル型
のポリ・オキシエチレン・ノニルフェニル・エーテル、
アルキル・エーテル型のポリオキシエチレン・ラリウル
・エーテル、陰イオン系で、スルホネート型のナトリウ
ム・ジ・アルキル・スルホ・サクシネート、サルフェー
ト型のナトリウム・ポリ・オキシエチレン・ノニルフェ
ニル・エーテル・サルフェート、ナトリウム・ポリ・オ
キシエチレン・トリデシル・エーテル・サルフェート、
疎水基にフルオロカーボン基を有するフッ素系界面活性
剤における、非イオン系、陰イオン系(スルホン酸塩、
カルボン酸塩)、カチオン系(第4級アンモニウム塩)
両性(ベタイン)、界面活性剤等を合成する際の中間体
として利用されるポリエチレングリコール、及び、非イ
オン性ポリグリコール系高分子化合物等が挙げられ、さ
らに、リパール870P(商品名、ライオン製)、リポ
ノックスNC−100(商品名、ライオン製)、ぺレッ
クスOT−P(商品名、花王製)、ぺレックスNBL
(商品名、花王製)が挙げられる。ところが、これらの
前記した界面活性剤をポリウレタン等の疎水性であるス
ポンジ状担体に担持させて親水化処理したところ、担体
に水を含ませる方法とアルコールによる親水化と同様
に、その処理済担体を水中に投入してばっ気を開始する
と、しばらくは担体は回流しているが、数時間もしくは
1日も経過しないうちに、ばっ気により発生する気泡が
担体に付着していくにしたがい、担体が水面状に浮かび
上がり、担体の回流が阻害されることを確認した。例え
ば、陰イオン活性剤であるナトリウム・ジ・アルキル・
スルホ・サクシネート10g/l水溶液に6mm角の直方
体のポリウレタンフォームを乗せると、一分以内で水没
して親水化される。しかし、この親水化した担体を水が
張られた水槽に投入してばっ気を行うと、しばらく担体
は回流しているが、ばっ気の気泡が担体に徐々に付着し
ていき、これにともない担体が水面状に浮かび上がり、
結局、担体の回流は望めない。
The inventor of the present application has focused on surfactants for imparting hydrophilicity to a carrier. Examples of the surfactant include, for example, commonly used kitchen detergents (for example, Kao Corporation) containing polyoxyethylene alkyl ether, sodium alkyl ether sulfate, fatty acid alkanolamide, and alkylamine oxide as components. ), Family Fresh, etc.)
In addition, non-ionic, alkyl allyl ether type polyoxyethylene nonylphenyl ether,
Alkyl ether type polyoxyethylene lariul ether, anionic sulfonate type sodium dialkyl sulfo succinate, sulfate type sodium polyoxyethylene nonylphenyl ether sulfate, sodium Polyoxyethylene tridecyl ether sulfate,
Non-ionic, anionic (sulfonate,
Carboxylate), cationic (quaternary ammonium salt)
Examples include polyethylene glycol used as an intermediate in synthesizing amphoteric (betaine) and a surfactant, and a nonionic polyglycol-based polymer compound. Further, Ripal 870P (trade name, manufactured by Lion) , Liponox NC-100 (trade name, manufactured by Lion), Rex OT-P (trade name, manufactured by Kao), Rex NBL
(Trade name, manufactured by Kao). However, when these surfactants are supported on a hydrophobic sponge-like carrier such as polyurethane and subjected to hydrophilization treatment, the treated carrier is treated in the same manner as in the method of including water in the carrier and hydrophilization with alcohol. Into the water and start aeration, the carrier is circulating for a while, but within a few hours or even one day, as the bubbles generated by the aeration adhere to the carrier, Appeared on the water surface, and it was confirmed that the circulation of the carrier was hindered. For example, sodium dialkyl
When a 6 mm square rectangular polyurethane foam is placed on a 10 g / l aqueous solution of sulfo succinate, it is submerged within one minute and becomes hydrophilic. However, when the carrier that has been hydrophilized is put into a water tank filled with water and aeration is performed, the carrier is circulating for a while, but the aerated air bubbles gradually adhere to the carrier, and with this, The carrier floats on the surface of the water,
After all, circulation of the carrier cannot be expected.

【0005】本願発明者は、気泡が付着して回動化しに
くかった部材たとえばポリウレタン製、アクリル製、ポ
リエチレン製、ポリプロピレン製、ポリ塩化ビニール製
などの各担体のものにリグニンを担持させて実験したと
ころ、親水性が付与されて、気泡が付着しずらくなって
容易に回動することを知見し、そして、担体の形状と気
泡の付着性との関係について、発泡体状やチューブリン
グ状や粒状などの様々な形状で実験したところ、どの形
状でも気泡が付着しずらく容易に回動することを知見
し、本発明を完成したものである。
[0005] The inventor of the present invention carried out an experiment in which lignin was carried on a member, such as polyurethane, acrylic, polyethylene, polypropylene, or polyvinyl chloride, which was difficult to rotate due to air bubbles attached thereto. However, it has been found that hydrophilicity is imparted, bubbles are hard to adhere, and it is easy to rotate.And, regarding the relationship between the shape of the carrier and the adhesiveness of the bubbles, a foam-like or tube-ring-like shape is used. Experiments were conducted with various shapes such as granular shapes, and it was found that bubbles easily adhered to any shape and easily rotated, and the present invention was completed.

【0006】[0006]

【発明が解決しようとする課題】解決しようとする課題
は、第1には、微生物の付着を待たずして、生物処理運
転開始と同時に水流に乗って回動可能であると共にこの
状態が長時間持続可能である廃水の生物処理用担体を、
第2には、さらに、槽内に投入すると同時に直ちに水中
に沈降して回動し得る態勢を整え可能な廃水の生物処理
用担体を提供することにある。
The first problem to be solved is that, first of all, it is possible to turn on the water flow simultaneously with the start of the biological treatment operation without waiting for the attachment of microorganisms, and this state is long. A carrier for biological treatment of wastewater that is
A second object of the present invention is to provide a biological treatment carrier for wastewater which can be set in a state where it can be immediately settled in water and turned so as to be put into a tank.

【0007】[0007]

【課題を解決するための要素】本発明は前記した課題を
達成するため、微生物が付着可能な疎水性部材からなる
担体における濡れ面にリグニンが担持されていて、前記
濡れ面が気泡の付着しずらい濡れ性を有していることを
特徴とする。また本発明では、前記担体が湿潤状態を呈
していることを特徴とする。
According to the present invention, in order to achieve the above object, lignin is carried on a wet surface of a carrier made of a hydrophobic member to which microorganisms can adhere, and the wet surface has a bubble attached thereto. It is characterized by having poor wettability. Further, the present invention is characterized in that the carrier is in a wet state.

【0008】本発明における担体は、一辺又は直径が3
〜15mm程度(好ましくは5〜9mm程度)で、材質
は、ポリウレタン製、アクリル製、ポリエチレン製、ポ
リプロピレン製、ポリ塩化ビニール製、その他の公知の
ものであり、形状は、発泡体状、チューブリング状、粒
状、その他の任意の形状で、特に限定されない。そし
て、連通気泡のウレタンフォーム、同気泡の発泡スチロ
ール、その他のプラスチック粒状物、スポンジ粒状物、
透水性の布帛や紙等のいずれか又は任意の組み合わせの
複合物で形成されていれば、微生物が多く担持される。
また、微生物保持用担体は、比重との関係において、比
重が1よりも僅かに大きくても良いし、比重が水と同じ
1であっても、或いは比重が水より多少小さくても、活
性汚泥が付着して比重(担体自体の眞比重を含む)が1
より少し大きくなって沈降することが可能な担体を含
む。本発明におけるリグニンは、水中で解離する高分子
電解質で、基本構造であるフェニルプロパン、C6 −C
3 という大きな疎水性骨格と水酸基等の親水基からなる
ため、この水溶液に疎水性の担体を浸漬すると、疎水性
の担体表面が親水化されて濡れ性を有する。このように
濡れ性を持った担体は、水中に投入されて沈降するまで
の時間を殆ど必要としないし、沈降可能であると共に、
ばっ気による気泡が付着しずらい。
The carrier according to the present invention has a side or diameter of 3
Approximately 15 mm (preferably approximately 5-9 mm), and the material is polyurethane, acrylic, polyethylene, polypropylene, polyvinyl chloride, or other known materials. The shape, granular shape, or any other shape is not particularly limited. And urethane foam of communicating cells, styrofoam of the cells, other plastic granules, sponge granules,
If it is formed of a composite of any one or any combination of a water-permeable cloth, paper, or the like, a large amount of microorganisms will be carried.
In addition, the carrier for supporting microorganisms may have a specific gravity slightly higher than 1 in relation to the specific gravity, or may have a specific gravity of 1 which is the same as water, or may have a specific gravity slightly lower than that of water. And the specific gravity (including the true specific gravity of the carrier itself) is 1
Includes a carrier that can become slightly larger and settle. Lignin in the present invention is a polyelectrolyte that dissociates in water and has a basic structure of phenylpropane, C 6 -C
Since it is composed of a large hydrophobic skeleton of 3 and a hydrophilic group such as a hydroxyl group, when a hydrophobic carrier is immersed in this aqueous solution, the surface of the hydrophobic carrier becomes hydrophilic and has wettability. Such a carrier having wettability hardly requires time until it is put into water and settles, and can be settled,
Air bubbles are difficult to adhere due to aeration.

【0009】疎水性担体との親和性については、リグニ
ンが他の界面活性剤と比べて特に高いということではな
く、リグニンの疎水基が他の界面活性剤と比べて、担体
と化学的(反応)乃至物理的に強く結合しているからで
あり、担体に濡れ性を持たせた後、水中に放してばっ気
あるいは撹拌等の処理運転を行っても、他の界面活性剤
のように処理運転中に水中に溶け出してしまうことが少
ないからであると考えられる。リグニン溶液は、高分子
のヒドロキシフェニルプロパンを基本単位とする重化合
物からなるリグニンを主としたもので、この他、リグニ
ンスルホン酸塩とくに部分脱スルホンリグニンスルホン
酸ナトリウムをも含む。例えば、部分脱スルホンリグニ
ンスルホン酸ナトリウムを例に挙げると、疎水性は、リ
グニンの水酸基を除くフェニルプロパンの部分であり、
親水性は、水酸基とスルホン酸基となる。リグニン溶液
の濃度は0.01〜50g/lが適当な範囲である。こ
のリグニン溶液を疎水性の担体に担持させる方法として
一例を挙げれば、リグニン溶液(0.01〜50g/
l)に担体たとえばウレタンフォーム等の多孔質担体
を、真空脱気状態で強制的に溶液と接触させて担持させ
るか又は水面に乗せて数時間放置して接触させて担持さ
せることで、十分な濡れ性を持たせることができる。
Regarding the affinity with a hydrophobic carrier, it is not that lignin is particularly high as compared with other surfactants, and the lignin's hydrophobic group is chemically (reactive) with the carrier as compared with other surfactants. This is because the carrier is physically strongly bonded, and after the carrier is made wettable, it is released into water and subjected to a processing operation such as aeration or stirring. It is considered that this is because it is unlikely to be dissolved in water during operation. The lignin solution mainly comprises lignin composed of a heavy compound having a high molecular weight hydroxyphenylpropane as a basic unit, and also contains ligninsulfonate, particularly partially desulfonated sodium ligninsulfonate. For example, taking partially desulfonated sodium lignin sulfonate as an example, hydrophobicity is the portion of phenylpropane that excludes the hydroxyl groups of lignin;
Hydrophilicity becomes a hydroxyl group and a sulfonic acid group. The appropriate concentration of the lignin solution is 0.01 to 50 g / l. As an example of a method for supporting this lignin solution on a hydrophobic carrier, a lignin solution (0.01 to 50 g /
It is sufficient that a carrier, for example, a porous carrier such as urethane foam, is forcibly brought into contact with the solution in a vacuum degassed state or carried on the water surface and left standing for several hours to be brought into contact with the carrier. It can have wettability.

【0010】[0010]

【発明の実施の形態】図1には本発明の廃水の生物処理
用担体の実施の1形態を例示している。担体1は、6mm
角の直方体状である多孔質のポリウレタンフォーム製の
疎水性部材からなり、この担体1の濡れ面にはリグニン
を担持させていて、同濡れ面に気泡が付着しずらい濡れ
性を付与して形成してある。そして、濡れ面にリグニン
を担持して、濡れ面が気泡の付着しずらい濡れ性を有し
ている担体1は、乾燥状態の態様又は湿潤状態の態様の
いずれであっても良い。この湿潤状態とは、水分を含む
状態であり、リグニン溶液あるいは水等の水分を含んで
いる状態である。この担体1の製法の一例としては、リ
グニン溶液として高純度部分脱スルホンリグニンスルホ
ン酸ナトリウム0.1g/l水溶液を用いた場合、この
水面上に前記6mm角の疎水性部材を入れて放置すると、
当初水面上に浮いていた疎水性部材は半日程度で水溶液
中に浸漬し、さらに、数時間浸漬させて、部材とリグニ
ンとの接触を促して、部材の濡れ面にリグニンを担持さ
せている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows an embodiment of a carrier for biological treatment of wastewater of the present invention. Carrier 1 is 6mm
The carrier 1 is made of a hydrophobic member made of porous polyurethane foam having a rectangular parallelepiped shape, and lignin is carried on the wet surface of the carrier 1, and air bubbles are hardly attached to the wet surface to give wettability. It is formed. The carrier 1 that supports lignin on the wet surface and has a wettability that makes it difficult for air bubbles to adhere to the wet surface may be either a dry state or a wet state. The wet state is a state containing water, that is, a state containing water such as a lignin solution or water. As an example of a method for producing the carrier 1, when a high-purity partially-sulfated sodium lignin-sulfonate 0.1 g / l aqueous solution is used as a lignin solution, the hydrophobic member of 6 mm square is put on the water surface and left to stand.
The hydrophobic member initially floating on the water surface is immersed in an aqueous solution in about half a day, and further immersed for several hours to promote contact between the member and lignin, thereby supporting lignin on the wet surface of the member.

【0011】次に、本発明の前記した担体1を用いた廃
水の生物処理の一例として、出願人が特願平8−166
067号で提案している各態様の装置における一部の生
物処理装置と、公知の一例の生物処理装置を使って説明
する。図2の前記の新規生物処理装置は、反応槽10内の
下部に担体流出防止要素12を架設している。担体流出防
止要素12は、担体1よりも小さい目のメッシュの網体、
担体1よりも小さい孔径の多孔板、担体1よりも小さい
連通空隙を無数に有するセラミックフィルター、その他
の担体1の流出を防止し得る透水性の固い板体のいずれ
かで形成してある。この反応槽10は、槽内における担体
流出防止要素12の若干上方に散気管からなるばっ気要素
13を設け、このばっ気要素13をブロワー14に接続し、散
気管から噴出する空気圧でばっ気運転して、槽内に充填
されている担体1が内液11の回流に乗って水中を回動す
るように構成してある。
Next, as an example of biological treatment of wastewater using the above-described carrier 1 of the present invention, the applicant has filed Japanese Patent Application No. 8-166.
Description will be made using a part of the biological treatment apparatus in the apparatus of each embodiment proposed in Japanese Patent No. 067 and a known biological treatment apparatus. The novel biological treatment apparatus shown in FIG. 2 has a carrier outflow prevention element 12 provided at a lower portion in a reaction tank 10. The carrier outflow prevention element 12 is a mesh mesh of eyes smaller than the carrier 1,
It is formed of either a perforated plate having a smaller hole diameter than the carrier 1, a ceramic filter having a myriad of communicating pores smaller than the carrier 1, or a hard permeable plate member capable of preventing the carrier 1 from flowing out. This reaction tank 10 is provided with an aeration element consisting of an air diffuser slightly above the carrier outflow prevention element 12 in the tank.
13, the aeration element 13 is connected to the blower 14, and the aeration operation is performed by air pressure spouting from the diffuser pipe, and the carrier 1 filled in the tank is rotated in the water by the circulation of the internal liquid 11. It is configured to do so.

【0012】また反応槽10は、排出ポンプ16が連結され
た排出管15の吸込側を担体流出防止要素12よりも下方の
槽底における排出口17に接続し、且つ排出管15の吐出側
を分岐して、一方に移送循環用開閉弁18を、他方に放流
用開閉弁19をそれぞれ設け、担体流出防止要素12の下位
側へ沈降した汚泥sの移送循環時には移送循環用開閉弁
18のみを開放し、処理水の排出時には放流用開閉弁19の
みを開放し得るように構成してある。さらに反応槽10に
は、廃水用の送りポンプ20からの導入管21及び前記移送
循環用開閉弁18に連結される移送循環管22を夫々配設
し、排出管15、排出ポンプ16、移送循環用開閉弁18、移
送循環管22等で移送循環要素23を構成し、送りポンプ20
および導入管21による廃水の導入と、移送循環要素23に
よる排出口回りの沈降汚泥sの内液11水面上への移送循
環とを可能ならしめ、さらに、排出管15、排出ポンプ1
6、放流用開閉弁19で処理水用の排出要素24を構成し
て、処理水を排出可能にしてある。
In the reaction tank 10, the suction side of a discharge pipe 15 to which a discharge pump 16 is connected is connected to a discharge port 17 at the bottom of the tank below the carrier outflow prevention element 12, and the discharge side of the discharge pipe 15 is connected. Branched, a transfer circulation opening / closing valve 18 is provided on one side and a discharge circulation opening / closing valve 19 is provided on the other side, and the transfer circulation opening / closing valve is provided when the sludge s settled to the lower side of the carrier outflow prevention element 12 is transferred and circulated.
It is configured such that only 18 is opened and only the discharge on-off valve 19 can be opened when the treated water is discharged. Further, the reaction tank 10 is provided with an inlet pipe 21 from a wastewater feed pump 20 and a transfer circulation pipe 22 connected to the transfer circulation opening / closing valve 18, respectively, and a discharge pipe 15, a discharge pump 16, a transfer circulation The transfer circulating element 23 is constituted by the on-off valve 18 for transfer, the transfer circulating pipe 22, etc.
And the introduction of wastewater by the introduction pipe 21 and the transfer and circulation of the settled sludge s around the discharge port to the inner liquid 11 above the water surface by the transfer circulation element 23, and furthermore, the discharge pipe 15 and the discharge pump 1
6. A discharge element 24 for treated water is constituted by the on-off valve 19 for discharge, so that treated water can be discharged.

【0013】前記した送りポンプ20による廃水導入運
転、ブロワー14によるばっ気運転、排出ポンプ16と移送
循環用開閉弁18による汚泥移送循環運転、汚泥の沈降運
転、排出ポンプ16と放流用開閉弁19による処理水放流運
転は、それらの送りポンプ20、ブロワー14、排出ポンプ
16、移送循環用開閉弁18、放流用開閉弁19が一定のサイ
クルで適時作動するように制御器(図示せず)でコント
ロールされていて全自動運転する。また、各運転を個別
に操作して自動運転するようにしても良いし、電磁弁タ
イプの移送循環用開閉弁18および放流用開閉弁19を手動
タイプの弁にして手動操作するようにしていても良い。
図示のHWLは、廃水導入終了時点での最高水位、LW
Lは、処理水排出終了時点での最低水位である。
The waste water introduction operation by the feed pump 20, the aeration operation by the blower 14, the sludge transfer circulation operation by the discharge pump 16 and the transfer circulation on-off valve 18, the sludge sedimentation operation, the discharge pump 16 and the discharge on-off valve 19 The treated water discharge operation by the feed pump 20, blower 14, discharge pump
16, the transfer circulation on-off valve 18 and the discharge on-off valve 19 are controlled by a controller (not shown) so as to operate at appropriate times in a fixed cycle, and are fully automatic operation. In addition, each operation may be operated individually to perform automatic operation, or the transfer circulation on-off valve 18 and the discharge on-off valve 19 of the solenoid valve type may be manually operated as manual valves. Is also good.
HWL shown is the highest water level at the end of wastewater introduction, LW
L is the lowest water level at the end of treated water discharge.

【0014】この生物処理装置による処理方法は、廃水
導入工程→ばっ気工程→沈降工程→循環工程→処理水排
出工程からなり、かかる工程を1サイクルとして運転す
る。 廃水導入工程(図4のa) 送りポンプ20が始動して、処理すべき廃水を反応槽10内
に所定量導入して内液11とする。
The treatment method using this biological treatment apparatus includes a wastewater introduction step, an aeration step, a sedimentation step, a circulation step, and a treated water discharge step. These steps are operated as one cycle. Waste water introduction step (a in FIG. 4) The feed pump 20 is started, and a predetermined amount of waste water to be treated is introduced into the reaction tank 10 to form the internal liquid 11.

【0015】ばっ気工程(図4のb) 送りポンプ20が停止して後、ブロワー14が始動して、ば
っ気要素13から反応槽10内に空気を供給して内液11に回
流を生じさせ、浮遊性活性汚泥と微生物保持用の担体1
とを前記回流によって回動せしめる。この回動過程すな
わちばっ気運転中に、内液11と微生物とが接触して好気
的酸化分解反応が生じ、有機物が分解される。
Aeration step (b in FIG. 4) After the feed pump 20 is stopped, the blower 14 is started to supply air from the aeration element 13 into the reaction tank 10 to generate a circulation in the internal liquid 11. Floating activated sludge and carrier 1 for holding microorganisms
Are rotated by the circulating flow. During this rotation process, that is, during the aeration operation, the internal liquid 11 and the microorganisms come into contact with each other to cause an aerobic oxidative decomposition reaction, whereby organic substances are decomposed.

【0016】沈降工程(図4のc) ブロワー14が停止してばっ気運転終了後、担体1および
汚泥の沈降を行う工程へ移る。微生物保持用の担体1
と、浮遊性活性汚泥とは、沈降分離していく過程で、比
重の差によって担体1が先に沈降し、活性汚泥フロック
は、やや遅れて沈降する傾向があるため、活性汚泥の殆
どは、沈降した担体1層の最上部に沈降する。沈降した
活性汚泥は、一部が担体流出防止要素12の下側の底部に
沈降して沈降汚泥sとなり、同時に担体流出防止要素12
との間にサンドイッチされたような状態で捕捉されてい
る。
Sedimentation Step (c in FIG. 4) After the blower 14 is stopped and the aeration operation is completed, the process proceeds to the step of sedimentation of the carrier 1 and sludge. Carrier 1 for holding microorganisms
In the process of sedimentation and separation of suspended activated sludge, the carrier 1 is first settled due to a difference in specific gravity, and the activated sludge floc tends to settle with a slight delay. It settles on top of one settled carrier. Part of the settled activated sludge settles on the lower bottom portion of the carrier outflow prevention element 12 to become settled sludge s, and at the same time, the carrier outflow prevention element 12
It is captured in a state sandwiched between.

【0017】循環工程(図4のd) 担体1および活性汚泥が沈降した後、排出ポンプ16が始
動すると同時に移送循環用開閉弁18が開弁し、反応槽10
の底部の排出口17から処理水を、同排出口17の周囲に沈
降した活性汚泥sともども吸込み、移送循環管22を経て
槽内の内液11面上に移送する。移送された処理水および
活性汚泥は、沈降した担体1層中を下向流で流下する
が、循環する過程で、当初含まれていたSSが次第に減
少していき、循環を開始してから数分〜10分位経過時
にはSSを殆ど含まない処理水が得られる。このように
して処理水が得られる理由は、沈降している担体1層中
で物理的濾過機能が発揮されていることによるものであ
る。その他、上記の循環過程においては、処理水中に含
まれる残留溶解性有機汚濁物質(ばっ気工程で好気的酸
化分解されずに残った有機物)も担体1に保持されてい
る微生物の生物処理機能によって分解される。従って、
この循環工程は、物理的濾過機能と、生物分解機能とを
同時に発揮していることになり、生物濾過処理が行われ
ることになる。この移送循環工程の間、放流用開閉弁19
は閉弁している。
Circulation Step (d in FIG. 4) After the carrier 1 and the activated sludge have settled, the discharge pump 16 is started, and at the same time, the transfer circulation on-off valve 18 is opened, and the reaction tank 10 is opened.
The treated water is sucked together with the activated sludge s settled around the outlet 17 from the outlet 17 at the bottom of the tank, and transferred to the inner liquid 11 surface in the tank via the transfer circulation pipe 22. The transferred treated water and activated sludge flow down in a settled carrier in a downward flow, but in the course of circulation, SS initially contained gradually decreases, and after the circulation starts, a few After about 10 minutes to 10 minutes, treated water containing almost no SS is obtained. The reason why the treated water is obtained in this way is that the physical filtration function is exhibited in one settling carrier layer. In addition, in the above-mentioned circulation process, the residual soluble organic pollutants (organic substances remaining without aerobic oxidative decomposition in the aeration step) contained in the treated water are also retained on the carrier 1 for the biological treatment function of microorganisms. Is decomposed by Therefore,
In this circulation step, a physical filtration function and a biodegradation function are simultaneously exhibited, and a biological filtration process is performed. During this transfer circulation step, the discharge on-off valve 19
Is closed.

【0018】処理水排出工程(図4のe) 担体1および活性汚泥が沈降して且つ移送循環用開閉弁
18が閉弁した後、排水ポンプ16が再始動すると同時に放
流用開閉弁19が開弁し、槽内から処理水が放流水として
所定時間かけて排出される。そして、放流水として排出
されるときも、内液11は、微生物保持用の担体1中を通
過して流出するので、極めて良質な処理水が安定的に得
られる。かかる〜を1サイクルとして繰り返し、連
続的に廃水を処理する。
Processed water discharge step (FIG. 4E) The carrier 1 and the activated sludge settle and the transfer circulation on-off valve
After the valve 18 is closed, the discharge pump 16 is restarted, and at the same time, the discharge on-off valve 19 is opened, and the treated water is discharged from the tank as discharge water over a predetermined time. Then, even when the internal liquid 11 is discharged as effluent, the internal liquid 11 flows out through the carrier 1 for retaining microorganisms, so that extremely high-quality treated water can be stably obtained. These steps are repeated as one cycle to continuously treat wastewater.

【0019】図3の公知の一例の生物処理装置は、反応
槽100 内の底部近くにばっ気要素101 を配設すると共
に、吸い込み口が内液102 の液面レベルよりも若干下位
にある吸い込みフロート103 を排出管104 と連通させて
設けており、ばっ気運転後に上澄み水である処理水を排
出ポンプ105 の働きによって槽外へ放流可能に形成して
ある。前記した廃水の導入運転、ばっ気運転、汚泥の沈
降運転、処理水放流運転は、廃水の送りポンプ、ブロワ
ー106 、排出ポンプ105 が一定のサイクルで適時作動す
るように制御器(図示せず)でコントロールされていて
全自動運転する。また、各運転を個別に操作して自動運
転するようにしても良い。図示のHWLは、廃水導入終
了時点での最高水位、LWLは、処理水排出終了時点で
の最低水位である。
The known biological treatment apparatus shown in FIG. 3 has an aeration element 101 near the bottom in a reaction tank 100 and a suction port whose suction port is slightly lower than the liquid level of the internal liquid 102. The float 103 is provided in communication with the discharge pipe 104, and is formed so that treated water as supernatant water can be discharged out of the tank by the operation of the discharge pump 105 after the aeration operation. The above-described wastewater introduction operation, aeration operation, sludge sedimentation operation, and treated water discharge operation are controlled by a controller (not shown) such that the wastewater feed pump, blower 106, and discharge pump 105 operate at appropriate times in a fixed cycle. It is controlled by fully automatic operation. Moreover, you may make it operate each operation individually and to drive automatically. HWL shown in the figure is the highest water level at the end of wastewater introduction, and LWL is the lowest water level at the end of treated water discharge.

【0020】この生物処理装置による処理方法は、廃水
導入工程→ばっ気工程→沈降工程→処理水排出工程から
なり、かかる工程を1サイクルとして運転する。 廃水導入工程(図5のa) 廃水の送りポンプ(図示せず)が始動して、処理すべき
廃水を反応槽100 内に所定量導入して内液102 とする。
The treatment method using this biological treatment apparatus includes a wastewater introduction step, an aeration step, a sedimentation step, and a treated water discharge step, and the operation is performed as one cycle. Wastewater introduction step (a in FIG. 5) A wastewater feed pump (not shown) is started, and a predetermined amount of wastewater to be treated is introduced into the reaction tank 100 to form an internal liquid 102.

【0021】ばっ気工程(図5のb) 送りポンプが停止して後、ブロワー106 が始動して、ば
っ気要素101 から反応槽100 内に空気を供給して内液10
2 に回流を生じさせ、浮遊性活性汚泥と微生物保持用の
担体1とを前記回流によって回動せしめる。この回動過
程すなわちばっ気運転中に、内液102 と微生物とが接触
して好気的酸化分解反応が生じ、有機物が分解される。
Aeration step (FIG. 5B) After the feed pump is stopped, the blower 106 is started, and air is supplied from the aeration element 101 into the reaction tank 100 so that the internal liquid 10 is removed.
A circulating flow is generated in 2 and the floating activated sludge and the carrier 1 for holding microorganisms are rotated by the circulating flow. During this rotation process, ie, during the aeration operation, the internal liquid 102 and the microorganisms come into contact with each other to cause an aerobic oxidative decomposition reaction, whereby organic substances are decomposed.

【0022】沈降工程(図5のc) ブロワー106 が停止してばっ気運転終了後、担体1およ
び汚泥の沈降を行う工程へ移る。微生物保持用の担体1
と、浮遊性活性汚泥とは、沈降分離していく過程で、比
重の差によって担体1が先に沈降し、活性汚泥フロック
は、やや遅れて沈降する傾向があるため、活性汚泥sの
殆どは、沈降した担体1層の最上部に沈降する。
Sedimentation Step (c in FIG. 5) After the blower 106 is stopped and the aeration operation is completed, the process proceeds to the step of sedimentation of the carrier 1 and sludge. Carrier 1 for holding microorganisms
In the process of sedimentation and separation of the suspended activated sludge, the carrier 1 is first settled due to the difference in specific gravity, and the activated sludge floc tends to settle with a slight delay. , Settle at the top of one settled carrier.

【0023】処理水排出工程(図5のd) 担体1および活性汚泥sが沈降した後、排出ポンプ105
が始動し、槽内から上澄み水である処理水が吸い込みフ
ロート103 の吸い込み口から取水されて、放流水として
排出される。かかる〜を1サイクルとして繰り返
し、連続的に廃水を処理する。
Processed water discharge step (d in FIG. 5) After the carrier 1 and the activated sludge s have settled, the discharge pump 105
Is started, and the treated water, which is the supernatant water, is taken in from the suction port of the suction float 103 and discharged as discharge water. These steps are repeated as one cycle to continuously treat wastewater.

【0024】[0024]

【発明の効果】A.請求項1により、生物処理時におけ
る気泡が付着しずらいので、微生物の付着を待たずし
て、生物処理運転開始と同時に水中を流れに乗って流動
して回動することができると共に、この回動可能状態を
長時間持続できる。B.請求項2により、さらに、槽内
に投入すると同時に直ちに水中に沈降して、回動の態勢
を整えることができる。
A. Effects of the Invention According to the first aspect, air bubbles during the biological treatment are hard to adhere, so that the microorganisms can flow and rotate in the water simultaneously with the start of the biological treatment operation without waiting for the attachment of the microorganisms. The rotatable state can be maintained for a long time. B. According to the second aspect of the present invention, it is possible to immediately settle in the water as soon as it is put into the tank, and to prepare a posture for rotation.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 本発明の廃水の生物処理用担体の実施の1形
態を示している斜視図。
FIG. 1 is a perspective view showing one embodiment of a carrier for biological treatment of wastewater of the present invention.

【図2】 生物処理装置の一例を示している断面図。FIG. 2 is a sectional view showing an example of the biological treatment device.

【図3】 生物処理装置の他の例を示している断面図。FIG. 3 is a sectional view showing another example of the biological treatment device.

【図4】 図2の装置による処理工程を(a)〜(e)
の順に示す各断面図。
FIGS. 4A to 4E show processing steps by the apparatus of FIG.
FIG.

【図5】 図3の装置による処理工程を(a)〜(d)
の順に示す各断面図。
FIGS. 5A to 5D show processing steps by the apparatus of FIG.
FIG.

【符号の説明】[Explanation of symbols]

1…担体 10,100 反応槽 11,102 内液 12 担体流出防止要素 13,101 ばっ気要素 14,106 ブロワー 15,104 排出管 16,105 排出ポンプ 17, 排出口 18, 移送循環用開閉弁 19, 放流用開閉弁 20 送りポンプ 21…導入管 22…移送循環管 23…移送循環要素 24 排出要素 103 吸い込みフロート DESCRIPTION OF SYMBOLS 1 ... Carrier 10,100 Reaction tank 11,102 Inner liquid 12 Carrier outflow prevention element 13,101 Aeration element 14,106 Blower 15,104 Discharge pipe 16,105 Discharge pump 17, Discharge port 18, Transfer circulation on-off valve 19, Discharge on-off valve 20 Feed pump 21 ... Introduction pipe 22 ... transfer circulation pipe 23 ... transfer circulation element 24 discharge element 103 suction float

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 微生物が付着可能な疎水性部材からなる
担体における濡れ面にリグニンが担持されていて、前記
濡れ面が気泡の付着しずらい濡れ性を有していることを
特徴とする廃水の生物処理用担体。
1. A wastewater characterized in that lignin is carried on a wet surface of a carrier made of a hydrophobic member to which microorganisms can adhere, and the wet surface has wettability that makes it difficult for air bubbles to adhere thereto. For biological treatment.
【請求項2】 前記担体が湿潤状態を呈していることを
特徴とする請求項1記載の廃水の生物処理用担体。
2. The carrier for biological treatment of wastewater according to claim 1, wherein said carrier is in a wet state.
JP35716397A 1997-12-25 1997-12-25 Carrier for biological treatment of wastewater Expired - Fee Related JP3262525B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35716397A JP3262525B2 (en) 1997-12-25 1997-12-25 Carrier for biological treatment of wastewater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35716397A JP3262525B2 (en) 1997-12-25 1997-12-25 Carrier for biological treatment of wastewater

Publications (2)

Publication Number Publication Date
JPH11179387A true JPH11179387A (en) 1999-07-06
JP3262525B2 JP3262525B2 (en) 2002-03-04

Family

ID=18452713

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35716397A Expired - Fee Related JP3262525B2 (en) 1997-12-25 1997-12-25 Carrier for biological treatment of wastewater

Country Status (1)

Country Link
JP (1) JP3262525B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002292384A (en) * 2001-04-02 2002-10-08 Achilles Corp Microorganism immobilizing carrier
JP2006159130A (en) * 2004-12-09 2006-06-22 Toyohashi Univ Of Technology Method for suppressing generation of excess sludge

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002292384A (en) * 2001-04-02 2002-10-08 Achilles Corp Microorganism immobilizing carrier
JP2006159130A (en) * 2004-12-09 2006-06-22 Toyohashi Univ Of Technology Method for suppressing generation of excess sludge
JP4626286B2 (en) * 2004-12-09 2011-02-02 国立大学法人豊橋技術科学大学 Control method of excess sludge generation

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