Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH029877B2 - - Google Patents
[go: Go Back, main page]

JPH029877B2 - - Google Patents

Info

Publication number
JPH029877B2
JPH029877B2 JP61072083A JP7208386A JPH029877B2 JP H029877 B2 JPH029877 B2 JP H029877B2 JP 61072083 A JP61072083 A JP 61072083A JP 7208386 A JP7208386 A JP 7208386A JP H029877 B2 JPH029877 B2 JP H029877B2
Authority
JP
Japan
Prior art keywords
tank
processing
chamber
water
electrode plates
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.)
Expired
Application number
JP61072083A
Other languages
Japanese (ja)
Other versions
JPS62227494A (en
Inventor
Sotohiro Maruyama
Takashi Hirai
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP61072083A priority Critical patent/JPS62227494A/en
Publication of JPS62227494A publication Critical patent/JPS62227494A/en
Publication of JPH029877B2 publication Critical patent/JPH029877B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Water Treatment By Electricity Or Magnetism (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

(産業上の利用分野) 本発明は、多種類の汚濁物質について高い除去
効率が得られる水処理装置に関するものである。 (従来の技術) 従来、第8図に示す汚水処理装置が提案されて
いる(特開昭59−87093)。 該処理装置は、絶縁資材によつて形成された処
理槽9の下部に汚水流入管93、上部に浄化水の
流出管95を連結し、処理槽中には多数の孔94
が開設された2枚の電極板91,92を間隔をあ
けて上下に配置し、下段の電極板は正極、上段の
電極板は負極となる様に通電すると共に、電極板
間に形成された電解室にはイオン化傾向の大なる
可溶性金属、例えばアルミニウム合金によつて作
られた多数の球状充填材90を充填している。 処理槽9には、流入管93から、反応を促進す
る為の添加剤、例えば塩化アルミニウム等を添加
した汚水が供給される。この汚水は、下段の電極
板92を通過して電解室に流入し、充填材90と
接触しながらその間〓を上昇する。 汚水が各充填材90の間〓を通過して上昇する
際、汚水中の各種汚濁物質は、電解反応を起こ
し、分解されて析出する。一方、充填材90の表
面からは金属イオンが溶出し、汚水中の塩素イオ
ン等と反応して水酸化アルミニウムが生成され
る。該水酸化アルミニウムは、前記析出物と供有
結合、吸着、包含等を起こし、次第に不溶性のフ
ロツクを形成する。更にこれらのフロツクは、陰
極側で発生する水素ガスや陽極側で発生する酸素
ガスを吸着して見かけの比重が小さくなり、処理
槽9の上部に浮上する。 フロツク状となつて浮上した汚濁物質(以下ス
カムという)は、水との二層流となつて流出管9
5から流出し、周知の浮上分離層(図示省略)へ
供給され、スカムの除去が施されるのである。 又、上記装置は、汚水が正極の電極板91を通
過する際に起こる酸化反応と、負極の電極板92
を通過する際に起こる還元反応とによつて、汚濁
物質を無害且つ安定な物質に変化させ、BOD、
COD等も低減させる。 (解決しようとする問題点) ところが、上記汚水処理装置に於いては、汚水
に含まれる汚濁物質の種類によつては除去率が低
く、多種類の汚濁物質が含まれた汚水の処理に於
いては、十分な除去効率が得られない問題があつ
た。 (問題点を解決する為の手段) 発明者は、上記問題点を解決するべく種々の実
験を繰り返し、この結果、電解酸化と電解還元と
を分離することが除去効率の改善に極めて有効な
ことを究明し、本発明の完成に至つた。 尚、本発明に係る水処理装置に於いて起こる電
気化学的反応は極めて複雑であり、完全な理論的
解明は今のところ出来ないが、発明者が行なつた
実験及び解析によれば、次の如く、推察されるの
である。 即ち、汚水中の汚濁物質が多種多様である場合
は、一つの浄化プロセスでは除去が不可能である
が、本発明に係る水処理装置に於いては、下記の
如く中和、酸化、還元、凝集のプロセスが夫々効
果的に行なわれ、然もこれらのプロセスに伴う化
学的変化が相互に影響して、各プロセスの効果の
総和以上の効果が得られるものと考えられるので
ある。 本発明に係る汚水処理装置は、内面を絶縁した
処理槽を偶数列並設して、夫々上流側の処理槽の
上部と下流側の底部とを連通し、最上流の処理槽
下部に汚水の流入口、最下流の処理槽上部に浄化
水の流水口を設けた。 各処理槽中には、通水性を有する奇数枚の電極
板を間隔をあけて上下に配置し、隣合う電極板ど
うしは異極となり且つ上流槽の最上段の電極板と
下流槽の最下段の電極板とは異極となる様に通電
する。 又、電極板間に形成された各電解室には、表面
に多孔性酸化皮膜を設けた可溶性金属片を充填
し、金属片相互間には、処理水が通過する多数の
間〓を形成した。 (作用) 処理されるべき汚水は、反応を促進する為の適
当な添加剤が添加された後、最上流の処理槽に設
けられた流入口から装置内へ流入し、最下流の処
理槽へ向かつて各処理槽を順次通過して電気化学
的処理が施され、最終的に最下流の処理槽に設け
られた流出口から排出される。 各処理槽に於いて、汚水は底部から送入され、
最下段の電極板を通過して第1の電解室へ流入
し、順次上段の電極板、電解室を通過し、最上段
の電極板を通過した後、下流側の処理槽の底部へ
送出される。 可溶性金属片の表面には、多孔性の水酸化皮膜
が形成されているが、該水酸化皮膜自体は、乾燥
状態では電気的絶縁性を有している。しかし、水
中に於いては、隣接する金属片どうしは、水酸化
皮膜の介在により互いに離間しているが、該皮膜
は多孔性であるから、皮膜に浸透した水を通じ
て、水の電気抵抗に相当する抵抗値にて互いに導
通する。 従つて、各電極板に通電されると、各電解室に
充填された金属片は前記抵抗値に応じて帯電し、
電解室内には下方から上方に向かつて変化する電
位分布が生じる。これによつて、各金属片から
は、夫々の電位部分に応じたイオン濃度で金属イ
オンが溶出する。 各電解室内に供給された汚水は上記電位分布内
を通過し、この間に汚水中の各種汚濁物質は、そ
れぞれに固有の電位部分で電解反応を起こし、分
解されて析出する。析出した各種汚濁物質は、
夫々固有の荷電量を有しているが、該荷電量に応
じたイオン濃度を有する金属イオンがその表面に
吸着され、これによつて殆どの汚濁物質について
表面荷電の中和化が起こり、この結果、無数の金
属水酸化物の粒子が生成される。 上記金属水酸化物の粒子は、互いの衝突により
容易に結合して、フロツク化が逐次進行する。更
にこれらのフロツクは、陰極側で発生する水素ガ
ス及び陽極側で発生する酸素ガスを吸着して見か
けの比重が小さくなり、処理槽上部に浮上するの
である。 尚、各金属片間には、処理水が通過できる間〓
が形成されている為、上記フロツクは、これらの
間〓を難無く通過し、各電解室を順次上昇し、処
理槽上部へ浮上する。 各処理槽には、夫々極性の異なる奇数枚の電極
板が配設され、偶数の電解室が形成されており、
各処理槽内の汚水は、これらの電極板を通過する
に伴つて酸化作用及び還元作用が繰り返され、最
上段の電極板を通過した時点では、酸化状態或は
還元状態の何れかの状態となつている。 汚水は、上流側の処理槽から下流側の処理槽へ
進むにつれて、上記酸化状態及び還元状態を夫々
同回数経て、最終的に最下流の処理槽を出た時点
では、中和状態に収束することになる。 従つて、各処理槽では夫々酸化或は還元作用を
主体とした反応が別々に起こり、これらの反応に
関与する固有の汚濁物質が、最上流の処理槽から
最下流の処理槽へ向かつて進むにつれて段階的に
分解除去され、最終的に多種類の汚濁物質の除去
が行なわれるのである。 (発明の効果) 本発明に係る水処理装置に於いては、酸化を主
体とする反応槽と還元を主体とする処理槽とが分
離されているから、中和、酸化、還元、凝集の各
浄化プロセスの効果が夫々有効に発揮されるばか
りでなく、これらの効果が相乗して、優れた性能
が得られる。 従つて、従来装置に比べて、多種多様の汚濁物
質を含んだ汚水を高い除去効率で処理することが
出来るのである。 (実施例) 第1図及び第2図は、本発明に係る汚水処理装
置の一実施例を示している。 縦長直方体状の外槽2を隔壁20によつて仕切
ることにより、夫々上流処理槽及び下流処理槽と
なる第1処理室21及び第2処理室22が形成さ
れ、両処理室の底部に、夫々第1流入室24及び
第2流入室25が形成されている。 又外槽2の上部には、両処理室21,22に隣
接してスカム溜め室23が形成され、その底部に
スカム排出口73が開設されている。 第1処理室21の第1反応槽3上方に設けた出
口61と第2処理室22下方に設けた入口62と
を連結管6によつて連結し、第1処理室21と第
2処理室22とを互いに連通している。 第1流入室24への流入口7に流入管71を接
続し、第2処理室22の第2反応槽4上方に流出
口70を開設する。又、該流出口70に連通して
第1出口室75及び第2出口室76を形成し、両
出口室75,76の隔壁には、外槽2の水位を調
節するための三角堰74を位置調節可能に装備
し、第2出口室76の底部に流出管72を接続す
る。 外槽2の上部には、モータ83によつて駆動さ
れる周知のスカム排除装置8が配設されている。
該装置は、第3図及び第4図に示す如く一対の駆
動ローラ82,82間に張設した無端状チエーン
81,81に対し、複数の掻出し板80を固定し
たものである。 第1処理室21及び第2処理室22中に、夫々
一対の第1反応槽3,3及び第2反応槽4,4を
設置し、両第1反応槽3,3は第1流入室24
に、両第2反応槽4,4は第2流入室25に連通
する。 第1反応槽3及び第2反応槽4は、夫々塩化ビ
ニール、FRP等の絶縁資材によつて作られた筒
状本体の内部に、第1電極板31,41、第2電
極板32,42及び第3電極板33,43を間隔
をおいて固定している。各電極板は上下に貫通す
る多数の透孔34,44を具えている。 各反応槽3,4は、夫々外形が280×330mm、高
さが650mmである。 各電極板は、例えばグラフアイト等のカーボン
電極であつて、厚さが20mm、大きさが250×300mm
透孔の内径が20mmであり、隣合う電極板の間隔は
250mmである。又、透孔34,44の数は、一枚
の電極板当たり42個である。 各電極板間に形成された電解室には、多数のパ
イプ片5が充填されている。該パイプ片5は第5
図及び第6図に示す如く、中央孔50の周囲に互
いに120度の間隔をおいて、上下2段に夫々3個
の貫通孔51を開設し、表面には後述の如く多孔
質の水酸化皮膜が形成されている。各パイプ片5
の外径Dは40mm、中央孔50の内径Cは10mm、高
さHは50mm、貫通孔51の内径Bは6mm、パイプ
片端面から貫通孔51の中心までの距離Aは15mm
である。 前記多数のパイプ片5の内、大部分はアルミニ
ウム合金製のものであつて、鉄合金製のものが全
体の2〜5%混入されている。アルミニウム合金
製パイプ片の金属成分は、Fe:5.0%、Mg:4.5
%、Ni:1.0%、Cr:0.25%、Zn:0.25%、Cu:
0.2%、残部Alである。一方、鉄合金製パイプ片
の金属成分は、Ni:1.6%、Mn:0.9%、Cr:0.6
%、C:0.35%、Si:0.35%、Mo:0.3%、P:
0.01%、S:0.01%、残部Feである。 アルミニウム合金製のパイプ片5は、PH11に調
節された水酸化カルシウムの水溶液に100時間浸
漬することにより、表面に厚さが略10μmの水酸
化皮膜を形成する。該水酸化皮膜は、周知の如く
多孔質(ポーラス層)となり、水を含むことが可
能である。従つて、水中にて互いに接触する多数
のパイプ片5は、水を含んだ水酸化皮膜を介して
互いに電気的に連結されると同時に、水酸化皮膜
を通して金属イオンを水中に溶出することが出来
るのである。 尚、上記水酸化皮膜は、Al、Mg及びCaを主成
分(略90%)とし、その他、Fe、Ni、Cr等を
夫々少量づつ含んでいる。 第1反応槽3の第1電極板31及び第3電極板
33は正極、第2電極板32は負極となる様に通
電し、第2反応槽4の第1電極板41及び第3電
極板43は負極、第2電極板42は正極となる様
に通電する。隣接する電極板間の電位差は、例え
ば20V程度の低電圧に設定される。従つて、電解
室内で激しい水の電気電解は起こらない。 汚水には予め適当な添加剤、例えば硫酸アルミ
ニウム、塩化ナトリウム、水酸化カルシウム等を
5〜20ppm添加し、上記汚水処理装置1の流入管
71から第1流入室24へ供給する。 第1流入室24へ供給された汚水は、先ず第1
反応槽3へ流入し、ここで酸化を主体とする1次
処理が施された後、連結管6及び第2流入室25
を経て第2反応槽4へ流入し、ここで還元を主体
とする2次処理が施される。これらの処理が施さ
れ浄化された水は、流出口70から先ず第1出口
室70へ流入し、更に三角堰74を経て第2出口
室72へ流入し、流出管72から装置外部へ流出
する。 第1反応槽3に於いては、汚水は第1乃至第3
の電極板31,32,33を通過する際に、順次
酸化、還元、酸化の作用を交互に受け、第3電極
板33を通過した時には酸化された状態となる。 この間に汚濁物質の分解が起こり、汚水中に含
まれる塩素イオンが遊離酸素と結合し、これが酸
化剤となつてパイプ片5の表面と反応する。この
結果、水酸化アルミニウム及び水酸化鉄が生成さ
れ、これらが汚水中に供給される。 又、陰極である第2電極板32の表面からは水
素ガス、陽極である第1電極板31及び第3電極
板33の表面からは酸素ガスが発生し、例えば直
径が10〜30μmの気泡となつて上昇する。該気泡
の上昇速度は略1.5〜4cm/secであり、この上昇
気泡によつて電解室内には対流が生じ、これによ
つて汚濁物質のフロツク化が助長されると共に、
上昇気泡がこのフロツクを吸着し、処理室21の
上層部へ浮上せしめるのである。 この際、電解室内には多数のパイプ片5が夫々
ランダムな姿勢で充填されているが、各パイプ片
間には互いに連通する無数の間〓が生じると共
に、各パイプ片は中央孔50及び周壁に6個の貫
通孔51を有している為、上記フロツクは、これ
らの間〓と孔を難無く通過し、各電解室を順次上
昇し、処理層上部へ浮上する。従つて、これらの
フロツクがパイプ片間に堆積することはない。 次いで、第2反応槽4に於いては、汚水は第1
乃至第3の電極板41,42,43を通過する際
に、還元、酸化、還元の作用を順次受け、最初第
1反応槽3から第2流入室25へ流入した際には
酸性状態であつた液は、第3電極板33を通過し
た時には中和された状態に戻る。 この間に、第1反応槽3とは異なる種類の汚濁
物質の分解が起こり、これらがフロツクとなつて
第2処理室22の上層部へ浮上する。汚濁物質が
分解、凝集され、フロツク化して浮上する過程
は、上記第1処理室21に於ける場合と同様であ
る。 尚、第1反応槽3へ供給された汚水が酸性或は
アルカリ性に偏つている場合に於いても、汚水は
第1反応槽3及び第2反応槽4内の各電極板を順
次通過することによつて徐々に中和状態へ近づ
き、第2反応槽4を出た時点では、PHは略7に収
束している。 この結果、第1処理室21では、酸化作用を主
体とする1次処理が施され、第2処理室22では
還元作用を主体とした2次処理が施され、これら
2段階の処理によつて、夫々に固有の汚濁物質の
分解、除去が行なわれる。然も、各電解室に投入
されているアルミニウム合金製のパイプ片5はイ
オン化傾向が大きく、鉄合金製のパイプ片5はイ
オン化傾向が小さいから、両電極板間の電位の傾
き(grad)は電解室内にて一様ではなくなり、
位置によつてランダムに変化し、これによつて各
種汚濁物質に対する反応が夫々に固有の電位傾き
部分で起こることになる。この結果、第6図に示
す従来の装置に比べて更に多種類の汚濁物質の除
去が可能となるのである。 第1処理室21及び第2処理室22の上層部に
浮上したスカムは、スカム排除装置8の掻出し板
80の移動によつて外槽2の上端部に設けられた
斜板26に向かつて掻き集められ、更に第4図中
矢印の如く該斜板26上からスカム溜め室23へ
掻き出され、スカム排出口73を経て外部へ排出
される。 発明者は、上記水処理装置を用いて、第7図に
示すごとき汚水浄化システムを構成し、し尿2次
処理水、食堂廃水、食品加工場廃水、製麺場廃水
及び下水道廃水の夫々について、本発明に係る水
処理装置の効果を確認する実験を行なつた。但
し、ここでは処理能力を更に高める目的で、水処
理装置1として第1図に示す装置を2基、直列に
接続して用いた。これによつて、装置の処理容量
は2トン/時間となる。 原水槽10内の汚水は原水ポンプ13によつて
水処理装置1へ供給する。尚、この汚水には、薬
品槽11から薬注ポンプ14により、適当な添加
剤を注入する。水処理装置1によつて処理された
浄化水は、更に周知の浮上槽12へ送り、浄化水
中の残留スカムを完全に除去するのである。 実験によつて得られた結果の一部を下記第1表
乃至第5表に示す。ここで、N−Hexはノーマル
ヘキサン、T−Nは全窒素、T−Pは全燐を示
す。
(Industrial Application Field) The present invention relates to a water treatment device that can obtain high removal efficiency for many types of pollutants. (Prior Art) Conventionally, a sewage treatment apparatus shown in FIG. 8 has been proposed (Japanese Patent Laid-Open No. 59-87093). This treatment device has a treatment tank 9 formed of an insulating material, with a wastewater inflow pipe 93 connected to the lower part and a purified water outflow pipe 95 connected to the upper part, and a large number of holes 94 in the treatment tank.
Two electrode plates 91 and 92 with open electrodes 91 and 92 are arranged above and below with an interval between them, and the lower electrode plate is energized so that it becomes a positive electrode and the upper electrode plate becomes a negative electrode. The electrolytic chamber is filled with a large number of spherical fillers 90 made of a soluble metal with a high tendency to ionize, for example an aluminum alloy. The treatment tank 9 is supplied with wastewater to which an additive for promoting the reaction, such as aluminum chloride, is added from an inflow pipe 93 . This dirty water passes through the lower electrode plate 92, flows into the electrolytic chamber, and rises therebetween while contacting the filler 90. When the wastewater passes between the fillers 90 and rises, various pollutants in the wastewater undergo an electrolytic reaction, are decomposed and precipitated. On the other hand, metal ions are eluted from the surface of the filler 90 and react with chlorine ions and the like in the wastewater to generate aluminum hydroxide. The aluminum hydroxide forms a covalent bond, adsorption, inclusion, etc. with the precipitate, and gradually forms an insoluble floc. Furthermore, these flocs adsorb hydrogen gas generated on the cathode side and oxygen gas generated on the anode side, so that their apparent specific gravity becomes smaller and they float to the top of the processing tank 9. The pollutants that float to the surface in the form of flocs (hereinafter referred to as scum) form a two-layer flow with water and flow through the outflow pipe 9.
5, and is supplied to a well-known flotation separation layer (not shown), where scum is removed. In addition, the above-mentioned device is capable of reducing the oxidation reaction that occurs when wastewater passes through the positive electrode plate 91 and the negative electrode plate 92.
The reduction reaction that occurs when passing through the water transforms pollutants into harmless and stable substances, reducing BOD,
It also reduces COD etc. (Problem to be solved) However, in the above-mentioned sewage treatment equipment, the removal rate is low depending on the type of pollutant contained in the sewage, and it is difficult to treat sewage containing many types of pollutants. However, there was a problem that sufficient removal efficiency could not be obtained. (Means for solving the problem) The inventor has repeatedly conducted various experiments in order to solve the above problem, and as a result, it has been found that separating electrolytic oxidation and electrolytic reduction is extremely effective in improving removal efficiency. They investigated this and completed the present invention. The electrochemical reactions that occur in the water treatment equipment of the present invention are extremely complex, and a complete theoretical explanation is currently not possible. However, according to experiments and analyzes conducted by the inventor, the following It is inferred as follows. That is, when there are a wide variety of pollutants in wastewater, it is impossible to remove them with a single purification process, but in the water treatment device according to the present invention, neutralization, oxidation, reduction, It is thought that each of the aggregation processes is carried out effectively, and that the chemical changes accompanying these processes mutually influence each other, resulting in an effect greater than the sum of the effects of each process. In the sewage treatment equipment according to the present invention, an even number of treatment tanks with insulated inner surfaces are arranged in parallel, and the upper part of the treatment tank on the upstream side and the bottom part on the downstream side are connected to each other, and the lower part of the most upstream treatment tank is connected to the bottom part of the treatment tank. A purified water outlet was installed at the inlet and at the top of the most downstream treatment tank. In each treatment tank, an odd number of water-permeable electrode plates are arranged vertically at intervals, and adjacent electrode plates have different polarities, and the uppermost electrode plate in the upstream tank and the lowermost electrode plate in the downstream tank. Electrify so that the polarity is different from that of the electrode plate. In addition, each electrolytic chamber formed between the electrode plates was filled with soluble metal pieces with a porous oxide film on the surface, and numerous gaps were formed between the metal pieces through which the treated water passed. . (Function) After the wastewater to be treated is added with an appropriate additive to promote the reaction, it flows into the equipment from the inlet provided in the most upstream treatment tank, and then flows into the most downstream treatment tank. It passes through each treatment tank in sequence, undergoes electrochemical treatment, and is finally discharged from an outlet provided in the most downstream treatment tank. In each treatment tank, wastewater is sent from the bottom,
It passes through the bottom electrode plate and flows into the first electrolytic chamber, then passes through the upper electrode plate, the electrolytic chamber, and the top electrode plate, and then is sent to the bottom of the processing tank on the downstream side. Ru. A porous hydroxide film is formed on the surface of the soluble metal piece, and the hydroxide film itself has electrical insulation properties in a dry state. However, in water, adjacent metal pieces are separated from each other by a hydroxide film, but since this film is porous, water that has penetrated through the film can pass through the metal pieces, which is equivalent to the electrical resistance of the water. They are electrically connected to each other at a resistance value of . Therefore, when each electrode plate is energized, the metal pieces filled in each electrolytic chamber are charged according to the resistance value,
Inside the electrolytic chamber, a potential distribution that changes from the bottom to the top occurs. As a result, metal ions are eluted from each metal piece at an ion concentration corresponding to each potential portion. The wastewater supplied into each electrolytic chamber passes through the above-mentioned potential distribution, and during this time, various pollutants in the wastewater undergo electrolytic reactions at respective potential parts, and are decomposed and precipitated. The various pollutants precipitated are
Each metal ion has a unique amount of charge, but metal ions with an ion concentration corresponding to the amount of charge are adsorbed on the surface, which neutralizes the surface charge of most pollutants. As a result, countless metal hydroxide particles are generated. The metal hydroxide particles easily combine by collision with each other, and flocculation progresses sequentially. Furthermore, these flocs adsorb hydrogen gas generated on the cathode side and oxygen gas generated on the anode side, reducing their apparent specific gravity and floating to the top of the processing tank. In addition, there is a space between each metal piece that allows the treated water to pass through.
are formed, so the flocs pass through these spaces without difficulty, ascend each electrolytic chamber one after another, and float to the top of the processing tank. Each treatment tank is equipped with an odd number of electrode plates with different polarities, forming an even number of electrolytic chambers.
The sewage in each treatment tank undergoes repeated oxidation and reduction as it passes through these electrode plates, and by the time it passes through the top electrode plate, it is either in an oxidized state or a reduced state. It's summery. As wastewater progresses from the upstream treatment tank to the downstream treatment tank, it goes through the oxidation state and reduction state the same number of times, and finally converges to a neutralized state when it exits the most downstream treatment tank. It turns out. Therefore, in each treatment tank, reactions mainly based on oxidation or reduction occur separately, and the unique pollutants involved in these reactions proceed from the most upstream treatment tank to the most downstream treatment tank. As time passes, the pollutants are decomposed and removed step by step, and in the end, many types of pollutants are removed. (Effects of the Invention) In the water treatment apparatus according to the present invention, since the reaction tank mainly for oxidation and the treatment tank mainly for reduction are separated, each of neutralization, oxidation, reduction, and flocculation Not only are the effects of each purification process effectively exhibited, but these effects work together to provide excellent performance. Therefore, compared to conventional devices, wastewater containing a wide variety of pollutants can be treated with high removal efficiency. (Example) FIGS. 1 and 2 show an example of a sewage treatment apparatus according to the present invention. By partitioning the vertically rectangular parallelepiped-shaped outer tank 2 with a partition wall 20, a first processing chamber 21 and a second processing chamber 22, which serve as an upstream processing tank and a downstream processing tank, respectively, are formed. A first inflow chamber 24 and a second inflow chamber 25 are formed. Further, a scum storage chamber 23 is formed in the upper part of the outer tank 2 adjacent to both processing chambers 21 and 22, and a scum discharge port 73 is provided at the bottom thereof. An outlet 61 provided above the first reaction tank 3 of the first processing chamber 21 and an inlet 62 provided below the second processing chamber 22 are connected by a connecting pipe 6, and the first processing chamber 21 and the second processing chamber 22 are in communication with each other. An inflow pipe 71 is connected to the inflow port 7 to the first inflow chamber 24 , and an outflow port 70 is opened above the second reaction tank 4 in the second processing chamber 22 . Further, a first outlet chamber 75 and a second outlet chamber 76 are formed in communication with the outlet 70, and a triangular weir 74 for adjusting the water level of the outer tank 2 is provided on the partition wall of both the outlet chambers 75, 76. It is equipped to be adjustable in position, and an outflow pipe 72 is connected to the bottom of the second outlet chamber 76 . A well-known scum removing device 8 driven by a motor 83 is disposed above the outer tank 2 .
This device has a plurality of scraping plates 80 fixed to endless chains 81, 81 stretched between a pair of drive rollers 82, 82, as shown in FIGS. 3 and 4. A pair of first reaction tanks 3, 3 and a pair of second reaction tanks 4, 4 are installed in the first processing chamber 21 and the second processing chamber 22, respectively, and both the first reaction tanks 3, 3 are connected to the first inflow chamber 22.
In addition, both second reaction vessels 4, 4 communicate with a second inflow chamber 25. The first reaction tank 3 and the second reaction tank 4 each have first electrode plates 31, 41 and second electrode plates 32, 42 inside a cylindrical body made of an insulating material such as vinyl chloride or FRP. and third electrode plates 33, 43 are fixed at intervals. Each electrode plate has a large number of through holes 34, 44 passing through it vertically. Each of the reaction vessels 3 and 4 has an outer diameter of 280 x 330 mm and a height of 650 mm. Each electrode plate is a carbon electrode such as graphite, and has a thickness of 20 mm and a size of 250 x 300 mm.
The inner diameter of the through hole is 20 mm, and the distance between adjacent electrode plates is
It is 250mm. Further, the number of through holes 34, 44 is 42 per electrode plate. A large number of pipe pieces 5 are filled in the electrolytic chamber formed between each electrode plate. The pipe piece 5 is the fifth
As shown in FIG. 6 and FIG. 6, three through holes 51 are provided in upper and lower two stages at an interval of 120 degrees around the central hole 50, and the surface is covered with porous hydroxide as described below. A film is formed. Each pipe piece 5
The outer diameter D of the center hole 50 is 40 mm, the inner diameter C of the central hole 50 is 10 mm, the height H is 50 mm, the inner diameter B of the through hole 51 is 6 mm, and the distance A from one end of the pipe to the center of the through hole 51 is 15 mm.
It is. Most of the pipe pieces 5 are made of aluminum alloy, and 2 to 5% of the pipe pieces 5 are made of iron alloy. The metal composition of the aluminum alloy pipe piece is Fe: 5.0%, Mg: 4.5
%, Ni: 1.0%, Cr: 0.25%, Zn: 0.25%, Cu:
0.2%, balance Al. On the other hand, the metal components of the iron alloy pipe piece are Ni: 1.6%, Mn: 0.9%, Cr: 0.6
%, C: 0.35%, Si: 0.35%, Mo: 0.3%, P:
0.01%, S: 0.01%, balance Fe. The aluminum alloy pipe piece 5 is immersed in a calcium hydroxide aqueous solution adjusted to pH 11 for 100 hours to form a hydroxide film with a thickness of about 10 μm on the surface. As is well known, the hydroxide film is porous (porous layer) and can contain water. Therefore, a large number of pipe pieces 5 that are in contact with each other in water are electrically connected to each other through the water-containing hydroxide film, and at the same time, metal ions can be eluted into the water through the hydroxide film. It is. The hydroxide film has Al, Mg, and Ca as main components (approximately 90%), and also contains small amounts of each of Fe, Ni, Cr, etc. The first electrode plate 31 and the third electrode plate 33 of the first reaction tank 3 are energized so that they are positive electrodes, and the second electrode plate 32 is a negative electrode. 43 is a negative electrode, and the second electrode plate 42 is energized so that it becomes a positive electrode. The potential difference between adjacent electrode plates is set to a low voltage of about 20V, for example. Therefore, no intense electrolysis of water occurs within the electrolysis chamber. Appropriate additives, such as aluminum sulfate, sodium chloride, calcium hydroxide, etc., are added in advance to the wastewater in an amount of 5 to 20 ppm, and the wastewater is supplied to the first inflow chamber 24 from the inflow pipe 71 of the sewage treatment apparatus 1. The wastewater supplied to the first inflow chamber 24 first flows into the first inflow chamber 24.
After flowing into the reaction tank 3 and undergoing primary treatment mainly consisting of oxidation, it flows into the connecting pipe 6 and the second inflow chamber 25.
It flows into the second reaction tank 4, where it is subjected to a secondary treatment mainly consisting of reduction. The purified water that has been subjected to these treatments first flows into the first outlet chamber 70 from the outlet 70, further flows into the second outlet chamber 72 via the triangular weir 74, and flows out from the outflow pipe 72 to the outside of the apparatus. . In the first reaction tank 3, the wastewater is
When passing through the electrode plates 31, 32, and 33, it is sequentially oxidized, reduced, and oxidized alternately, and when it passes through the third electrode plate 33, it is in an oxidized state. During this time, decomposition of the pollutants occurs, and chlorine ions contained in the waste water combine with free oxygen, which becomes an oxidizing agent and reacts with the surface of the pipe piece 5. As a result, aluminum hydroxide and iron hydroxide are produced, and these are supplied to the wastewater. Further, hydrogen gas is generated from the surface of the second electrode plate 32, which is the cathode, and oxygen gas is generated from the surfaces of the first electrode plate 31 and the third electrode plate 33, which are the anodes. Rise and rise. The rising speed of the bubbles is approximately 1.5 to 4 cm/sec, and these rising bubbles generate convection within the electrolytic chamber, which promotes the formation of pollutants into flocs.
The rising air bubbles adsorb this floc and float it to the upper part of the processing chamber 21. At this time, a large number of pipe pieces 5 are filled in the electrolytic chamber in random positions, but countless gaps are created between each pipe piece, and each pipe piece is connected to the central hole 50 and the peripheral wall. Since it has six through holes 51, the flocs pass through these holes without difficulty, ascend each electrolytic chamber one by one, and float to the top of the processing layer. These flocs therefore do not build up between the pipe pieces. Next, in the second reaction tank 4, the wastewater is mixed with the first
When passing through the third electrode plates 41, 42, and 43, it is sequentially subjected to the effects of reduction, oxidation, and reduction, and when it initially flows from the first reaction tank 3 to the second inflow chamber 25, it is in an acidic state. When the liquid passes through the third electrode plate 33, it returns to a neutralized state. During this time, different types of pollutants from those in the first reaction tank 3 are decomposed, and these become flocs and float to the upper part of the second processing chamber 22. The process in which the pollutants are decomposed, aggregated, turned into flocs, and floated is the same as in the first processing chamber 21 described above. Note that even if the wastewater supplied to the first reaction tank 3 is biased toward acidity or alkalinity, the wastewater must pass through each electrode plate in the first reaction tank 3 and the second reaction tank 4 in sequence. As a result, the pH gradually approaches a neutralized state, and by the time it leaves the second reaction tank 4, the pH has converged to approximately 7. As a result, in the first processing chamber 21, a primary treatment mainly consisting of oxidation is performed, and in the second treatment chamber 22, a secondary treatment mainly consisting of reduction is performed. , decomposition and removal of pollutants specific to each type are performed. However, since the aluminum alloy pipe piece 5 introduced into each electrolytic chamber has a large ionization tendency, and the iron alloy pipe piece 5 has a small ionization tendency, the gradient (grad) of the potential between the two electrode plates is It is no longer uniform in the electrolysis chamber,
The voltage varies randomly depending on the position, and as a result, reactions to various pollutants occur at each unique potential gradient. As a result, it is possible to remove more types of contaminants than with the conventional apparatus shown in FIG. The scum floating on the upper part of the first processing chamber 21 and the second processing chamber 22 is moved toward the swash plate 26 provided at the upper end of the outer tank 2 by the movement of the scraping plate 80 of the scum removing device 8. The scum is scraped up and further scraped out from above the swash plate 26 into the scum storage chamber 23 as indicated by the arrow in FIG. 4, and then discharged to the outside through the scum discharge port 73. The inventor constructed a sewage purification system as shown in FIG. 7 using the water treatment device described above, and used the system to purify secondary human waste, cafeteria wastewater, food processing plant wastewater, noodle factory wastewater, and sewage wastewater, respectively. Experiments were conducted to confirm the effects of the water treatment device according to the present invention. However, here, in order to further increase the treatment capacity, two devices shown in FIG. 1 were used as the water treatment device 1, connected in series. This results in a processing capacity of the device of 2 tons/hour. Sewage in the raw water tank 10 is supplied to the water treatment device 1 by a raw water pump 13. Incidentally, a suitable additive is injected into this wastewater from the chemical tank 11 using the chemical injection pump 14. The purified water treated by the water treatment device 1 is further sent to a well-known flotation tank 12, where residual scum in the purified water is completely removed. Some of the results obtained through the experiment are shown in Tables 1 to 5 below. Here, N-Hex represents normal hexane, T-N represents total nitrogen, and T-P represents total phosphorus.

【表】【table】

【表】【table】

【表】【table】

【表】【table】

【表】 各種汚水に於いて、COD、BOD、SS、その他
の含有成分について、100%に近い除去率が達成
されている。又、脱臭、脱色、殺菌等の効果も得
られていることがわかる。 第8図に示す従来装置に於いては、処理効率が
低いのみならず、球状充填材90の間にフロツク
が堆積し易く、これによつて連続運転がが不可能
になる問題があつた。 これに対し、本発明に係る上記水処理装置に於
いては、可溶性金属片が複数の貫通孔を有するパ
イプ片から構成されているので、単位重量当たり
の実効表面積が大きく、然もこれらのパイプ片間
及び各パイプ片自体には、フロツクを含んだ処理
水が通過する為の十分な間〓が形成されるので、
高効率での連続運転が可能である。 又、上述の如く各電極板に印加すべき電圧は低
く、電極間を流れる電流も例えば3A程度であつ
て、消費電力が極めて少ない。然も、従来の装置
に比べて多種類の汚水を効率良く浄化できるか
ら、家庭用の水処理装置としても極めて有効であ
る。 本発明の各部構成は、上記実施例に限らず、特
許請求の範囲に記載の技術的範囲内で種々の変形
が可能であることは勿論である。 例えば、第1図及び第2図に示すスカム溜め室
23からの排出液には、処理水に投入した添加剤
が微量ではあるが含有されているので、該排出液
からスカムを分離した後、これを更に流入管71
から装置内へ供給し、添加剤の有効利用を図るこ
とが可能である。 第1図の各電極板に印加すべき電圧の極性は、
正負逆であつても可い。又、各処理槽に配設され
るべき電極板は3段に限らず5或はそれ以上の奇
数段であつても可く、更に、並設すべき処理槽は
2列に限らず4列或はそれ以上の偶数列であつて
も可い。 更に、各電解室内に充填する金属片としては、
上記パイプ片に限らず、例えばテトラポツド状の
ものであつても可い。
[Table] A removal rate close to 100% has been achieved for COD, BOD, SS, and other contained components in various types of wastewater. In addition, it can be seen that effects such as deodorization, decolorization, and sterilization are also obtained. The conventional apparatus shown in FIG. 8 not only has low processing efficiency, but also has the problem that flocs tend to accumulate between the spherical fillers 90, making continuous operation impossible. On the other hand, in the water treatment device according to the present invention, the soluble metal pieces are composed of pipe pieces having a plurality of through holes, so the effective surface area per unit weight is large, and these pipes have a large effective surface area per unit weight. Sufficient space is formed between the pieces and each pipe piece itself for the treated water containing flocs to pass through.
Continuous operation with high efficiency is possible. Further, as mentioned above, the voltage to be applied to each electrode plate is low, and the current flowing between the electrodes is, for example, about 3A, so power consumption is extremely low. Moreover, since it can purify many types of wastewater more efficiently than conventional devices, it is also extremely effective as a household water treatment device. It goes without saying that the configuration of each part of the present invention is not limited to the above-mentioned embodiments, and various modifications can be made within the technical scope of the claims. For example, the effluent from the scum storage chamber 23 shown in FIGS. 1 and 2 contains a small amount of the additives added to the treated water, so after separating the scum from the effluent, This is further connected to the inflow pipe 71
It is possible to effectively utilize the additive by supplying it into the device from the source. The polarity of the voltage to be applied to each electrode plate in Figure 1 is
It is possible to have the positive and negative values reversed. In addition, the number of electrode plates to be arranged in each processing tank is not limited to three stages, but may be five or more odd number stages, and furthermore, the number of processing tanks to be arranged in parallel is not limited to two rows but four rows. Or it may be an even number sequence. Furthermore, the metal pieces to be filled in each electrolytic chamber are as follows:
The pipe piece is not limited to the above-mentioned pipe piece, but may be, for example, a tetrapod-shaped piece.

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

第1図は本発明に係る水処理装置の概略を示す
断面図、第2図は第1図−線に沿う断面図、
第3図はスカム排除装置の要部を示す斜面図、第
4図はスカム溜め室の断面図、第5図及び第6図
は夫々パイプ片の一部破断側面図及び平面図、第
7図は本発明に係る水処理装置を用いた汚水浄化
システムの模式図、第8図は従来装置の断面図で
ある。 21……第1処理室、22……第2処理室、3
……第1反応槽、4……第2反応槽、31,41
……第1電極板、32,42……第2電極板、3
3,43……第3電極板、5……パイプ片、6…
…連結管、7……流入口、70……流出口、8…
…スカム排除装置。
FIG. 1 is a cross-sectional view schematically showing a water treatment device according to the present invention, FIG. 2 is a cross-sectional view taken along the line - FIG.
Fig. 3 is a perspective view showing the main parts of the scum removal device, Fig. 4 is a sectional view of the scum storage chamber, Figs. 5 and 6 are a partially cutaway side view and plan view of a pipe piece, respectively, and Fig. 7 8 is a schematic diagram of a sewage purification system using the water treatment device according to the present invention, and FIG. 8 is a sectional view of a conventional device. 21...First processing chamber, 22...Second processing chamber, 3
...First reaction tank, 4...Second reaction tank, 31, 41
...First electrode plate, 32, 42...Second electrode plate, 3
3, 43...Third electrode plate, 5...Pipe piece, 6...
...Connecting pipe, 7...Inflow port, 70...Outflow port, 8...
...Scum elimination device.

Claims (1)

【特許請求の範囲】 1 内面を絶縁した処理槽を偶数列並設して、
夫々上流側の処理槽の上部と下流側の処理槽の底
部とを連通し、最上流の処理槽下部に流入口、最
下流の処理槽上部に流出口を設け、各処理槽中に
は、通水性を有する奇数枚の電極板を間隔をあけ
て上下に配置し、隣合う電極板どうしは異極とな
り且つ上流側の処理槽の最上段の電極板と下流側
の処理槽の最下段の電極板とは異極となる様に通
電すると共に、電極板間に形成された各電解室に
は、表面に多孔性水酸化皮膜を形成した多数の可
溶性金属片を充填し、金属片相互間には、処理水
が通過する多数の間〓が形成されている水処理装
置。 2 処理槽は、縦長の外槽2の内部に隔壁20を
隔てて形成した第1処理室21及び第2処理室2
2の底部へ、夫々3段の電極板を具えた第1及び
第2反応槽3,30を設置して構成した上流処理
槽及び下流処理槽からなり、第1処理室21の第
1処理槽3下方に流入口7、第2処理室22の第
2処理槽4上方に流出口70を開設し、第1処理
室21の第1処理槽3上方部と第2処理室22の
第2処理槽4下方部とを連結管6によつて連結し
た特許請求の範囲第1項に記載の水処理装置。 3 可溶性金属片は、パイプ片5である特許請求
の範囲第1項又は第2項に記載の水処理装置。 4 パイプ片5は、周面に複数の貫通孔を開設し
ている特許請求の範囲第3項に記載の水処理装
置。 5 各電解室には、多数のアルミニウム合金製パ
イプ片と少数の鉄合金製パイプ片とが混合して充
填されている特許請求の範囲第4項に記載の水処
理装置。
[Claims] 1. An even number of processing tanks with insulated inner surfaces are arranged in parallel,
The upper part of the upstream treatment tank and the bottom part of the downstream treatment tank are connected to each other, an inlet is provided at the bottom of the most upstream treatment tank, and an outlet is provided at the upper part of the most downstream treatment tank, and in each treatment tank, An odd number of water-permeable electrode plates are arranged vertically at intervals, and adjacent electrode plates have different polarities, and the uppermost electrode plate of the upstream processing tank and the lowermost electrode plate of the downstream processing tank Electricity is applied so that the polarity is different from that of the electrode plates, and each electrolytic chamber formed between the electrode plates is filled with a large number of soluble metal pieces with porous hydroxide films formed on the surface. In the water treatment equipment, a large number of holes are formed through which the treated water passes. 2 The processing tank includes a first processing chamber 21 and a second processing chamber 2 formed inside a vertically long outer tank 2 with a partition wall 20 separated.
The first processing tank of the first processing chamber 21 consists of an upstream processing tank and a downstream processing tank configured by installing first and second reaction tanks 3 and 30 each equipped with three stages of electrode plates at the bottom of the first processing chamber 21. 3, an inlet 7 is provided below, and an outlet 70 is provided above the second processing tank 4 of the second processing chamber 22. The water treatment device according to claim 1, wherein the lower part of the tank 4 is connected to the lower part of the tank 4 by a connecting pipe 6. 3. The water treatment device according to claim 1 or 2, wherein the soluble metal piece is a pipe piece 5. 4. The water treatment device according to claim 3, wherein the pipe piece 5 has a plurality of through holes on its circumferential surface. 5. The water treatment device according to claim 4, wherein each electrolysis chamber is filled with a mixture of a large number of aluminum alloy pipe pieces and a small number of iron alloy pipe pieces.
JP61072083A 1986-03-29 1986-03-29 Water treatment apparatus Granted JPS62227494A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61072083A JPS62227494A (en) 1986-03-29 1986-03-29 Water treatment apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61072083A JPS62227494A (en) 1986-03-29 1986-03-29 Water treatment apparatus

Publications (2)

Publication Number Publication Date
JPS62227494A JPS62227494A (en) 1987-10-06
JPH029877B2 true JPH029877B2 (en) 1990-03-05

Family

ID=13479157

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61072083A Granted JPS62227494A (en) 1986-03-29 1986-03-29 Water treatment apparatus

Country Status (1)

Country Link
JP (1) JPS62227494A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10676378B2 (en) 2013-05-13 2020-06-09 Höganäs Ab (Publ) Cathode, electrochemical cell and its use

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0669940B2 (en) * 1988-03-16 1994-09-07 ライオン株式会社 Anti-hair graying agent
JPH0240285A (en) * 1988-07-29 1990-02-09 Nippon Kemitetsuku Kk Electrochemical decomposing treatment of waste liquid having high cod and/or high bod value
CN101928053A (en) * 2010-09-16 2010-12-29 江苏新龙鼎环保成套工程有限公司 Electrocoagulation sedimentation pond
JP5719787B2 (en) * 2012-02-09 2015-05-20 イマセウエル株式会社 Sterilizer
UA128465C2 (en) * 2021-12-09 2024-07-17 Товариство З Обмеженою Відповідальністю "Альфа Атом" PLASMA ELECTRO-EROSION REACTOR AND METHOD OF ITS APPLICATION

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10676378B2 (en) 2013-05-13 2020-06-09 Höganäs Ab (Publ) Cathode, electrochemical cell and its use

Also Published As

Publication number Publication date
JPS62227494A (en) 1987-10-06

Similar Documents

Publication Publication Date Title
Belkacem et al. Treatment characteristics of textile wastewater and removal of heavy metals using the electroflotation technique
US3756933A (en) Method of purifying sewage efluent and apparatus therefor
US9174859B2 (en) Method for treating waste waters
BRPI0713084A2 (en) integral water treatment method and system for cooling towers and processes that require the elimination of water silica
US20130220829A1 (en) Electrochemical system and method for the treatment of water and wastewater
KR930011712B1 (en) Water treating apparatus
CN113003845B (en) Zero-emission treatment process and system for sewage with high sulfate content and high COD (chemical oxygen demand)
KR101221565B1 (en) Electrolytic treatment of waste water
US20120312752A1 (en) Method and apparatus of removing phosphorus from sewage wastewater by electrocoagulation using electrodes having porous membrane therebetween
JPH029877B2 (en)
CN101618905A (en) Method for treating phosphoric wastewater through ozone-enhanced electrocoagulation
KR19980087770A (en) Wastewater Treatment Apparatus and Method Using Electrolytic Flotation
RU2043308C1 (en) Method for electrochemical purification of drinkable water
WO2017058099A1 (en) Apparatus and method for treating wastewater
Il'in et al. Purification of highly concentrated industrial sewage from the porcelain and faience industry by the electric flotation method
KR20180093623A (en) Apparatus of solid-liquid separation comprising settling tank and floatation separation tank and method using the same
Paul Electrolytic treatment of turbid water in package plant
CN113493274A (en) Deep and efficient purification method for water body
CN113461117B (en) Method for treating heavy metal organic complex wastewater by electrochemical oxidation coupled with electric flocculation
US2456897A (en) Electrolytic clarification apparatus
JPS637117B2 (en)
JPH0441997Y2 (en)
JPH0194996A (en) Electrode device of water treatment apparatus and electrode plate of said device
CN106587495A (en) Treating method for industrial sewage
KR200293995Y1 (en) A Electrolysis/ Electroflotation Combined Electrolyzer of counter flow type for sewage and wastewater treatments

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees