JPS5919600A - Apparatus for flotation of sludge - Google Patents

Apparatus for flotation of sludge

Info

Publication number
JPS5919600A
JPS5919600A JP57128721A JP12872182A JPS5919600A JP S5919600 A JPS5919600 A JP S5919600A JP 57128721 A JP57128721 A JP 57128721A JP 12872182 A JP12872182 A JP 12872182A JP S5919600 A JPS5919600 A JP S5919600A
Authority
JP
Japan
Prior art keywords
sludge
electrolytic solution
tank
electrolytic
electrodes
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.)
Pending
Application number
JP57128721A
Other languages
Japanese (ja)
Inventor
Koichi Horiuchi
堀内 功一
Kenjiyu Ozawa
建樹 小沢
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.)
Mitsubishi Electric Corp
Original Assignee
Mitsubishi Electric Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsubishi Electric Corp filed Critical Mitsubishi Electric Corp
Priority to JP57128721A priority Critical patent/JPS5919600A/en
Publication of JPS5919600A publication Critical patent/JPS5919600A/en
Pending legal-status Critical Current

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  • Physical Water Treatments (AREA)
  • Treatment Of Sludge (AREA)
  • Water Treatment By Electricity Or Magnetism (AREA)

Abstract

PURPOSE:To increase the amount of fine gas bubbles formed during electrolysis, by providing a cell for the electrolysis of sludge, a power source, a tank for the treatment of flocs in floating sludge and a means for separately supplying sludge and an electrolytic solution to be electrolyzed to a space between electrodes. CONSTITUTION:Fine gas bubbles are efficiently formed by the electrolysis of an electrolytic solution supplied through an inlet 11 for the inflow of an electrolytic solution provided below electrodes 4, so that flocs in sludge supplied through an inlet 1 for the inflow of sludge are let float up by said fine gas bubbles and stay on the surfaces in an electrolytic cell 12 and a separation tank 7. This floating sludge is scratched off by a sludge scraper 6 and dropped into a concn. sludge tank 8. The separated water from which the flocs have been removed is circulated through an outflow device 9 and a device 10 for regulating a water level and then drained or recovered. The separated water recovered through a water intake 16 for separated water is mixed with alkali or the like charged from a hopper 15 in a tank 13 for supplying an electrolytic solution and then supplied through an injection opening 11 to the electrolytic cell 2.

Description

【発明の詳細な説明】 この発明は電気分解によって発生する微小気泡ケ用いて
汚泥を浮上処理する汚泥浮上処理装置に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sludge flotation treatment device that floats sludge using microbubbles generated by electrolysis.

従来この種の装置として第1図に示すものがあった。A conventional device of this type is shown in FIG.

図において(1)は汚泥流入口、(2;は仕切り板(3
)によって区切られた電解槽、(4)はこの電解槽内底
部に設けられた電極、(5)はこの電極間に電圧を印加
するための直流電源、(6)は仕切り板(3)によって
電解槽(2;と区切られた分離槽(力の上部に設置され
た汚泥かき取り機、(8)は濃縮汚泥槽、(9)は分離
水流出路、θ1はこの分離水流水路(9)に続いて設け
られた水位調整器である。
In the figure, (1) is the sludge inlet, (2; is the partition plate (3)
), (4) is an electrode provided at the bottom of this electrolytic cell, (5) is a DC power source for applying voltage between these electrodes, and (6) is separated by a partition plate (3). Separation tank (sludge scraper installed at the top of the electrolytic tank (2; Next is the water level regulator.

次に動作について説明する。Next, the operation will be explained.

汚泥流入口(1)より、電極(4)閣下部に供給された
汚泥は電極間を上昇しながら電解槽(2;より分離槽(
カへ入る。分離槽(7)ならびに電解槽(2;の水位(
汚泥位)は水位調整器α1によって調整されているので
、電解槽(2;と分離槽(7)の水位は一定に保たれて
いる。このようにして流入した汚泥は、電解槽(2;。
The sludge supplied from the sludge inlet (1) to the lower part of the electrode (4) rises between the electrodes and flows into the electrolytic tank (2) and then into the separation tank (
Enter the room. Water level of separation tank (7) and electrolytic tank (2;
Since the sludge level (sludge level) is adjusted by the water level regulator α1, the water levels in the electrolytic tank (2; and separation tank (7)) are kept constant. .

分離槽(7)ヲ通り1分離水流出路(9)から水位調整
器00を通って放出される。
The separated water is discharged from the separation tank (7) through the water level regulator 00 from the outlet path (9).

上記のような汚泥流れのある時に電源スィッチを入れて
、電流を流すと各電極より微少気泡が発生する。発生し
た気泡と汚泥中のフロック(F)とが接触して浮上し、
電解槽と分離槽の表面に滞留する。滞留汚泥は汚泥かき
取り機(6)でかき取られ濃縮汚泥槽(8)へと落下す
る。一方、汚泥中のフロックを、除去された分離水は9
分離水流出路(9)より。
When the power switch is turned on and current is applied when there is a sludge flow as described above, microbubbles are generated from each electrode. The generated air bubbles contact the flocs (F) in the sludge and float to the surface.
Remains on the surface of the electrolytic cell and separation tank. The accumulated sludge is scraped off by a sludge scraper (6) and falls into a thickened sludge tank (8). On the other hand, the separated water from which the flocs in the sludge were removed is 9
From the separated water outflow channel (9).

水位調整器α1を通って9分離水として9回収、あるい
は、放流される。
It passes through the water level regulator α1 and is collected or discharged as nine separated water.

上述の気泡の量とフロック固型分の比は、10〜30 
(l−ガス/XgDs )の値が、よいことが。
The ratio of the amount of air bubbles to the solid content of the floc above is 10 to 30.
The value of (l-gas/XgDs) is good.

知られているが、その気泡発生と電解電流との関係につ
いて述べる。
Although this is known, the relationship between bubble generation and electrolytic current will be described below.

すでに知られているように、電解質を含んだ水中に入れ
られた不溶性電極間に重圧を加えると。
As already known, when heavy pressure is applied between insoluble electrodes placed in water containing an electrolyte.

電流に応じて、微小気泡が発生する。それを簡単に示す
と。
Microbubbles are generated in response to the current. Let me show you this simply.

アノード反応 Z OH−> H20−j702 + 
2 eカソード反応 ZH20−t−Ze−)H2+Z
OH−全反応    H20→H2+−、−02副反応
    Cl ’+ Z OH−→(: lO+H20
+Z e以上のようで、主に水素と酸素が発生し、その
量は、20℃ で合計675m/ A−Hテアル。
Anode reaction Z OH-> H20-j702 +
2 e cathode reaction ZH20-t-Ze-)H2+Z
OH-total reaction H20→H2+-, -02 side reaction Cl'+ Z OH-→(: lO+H20
+Z e or more, mainly hydrogen and oxygen are generated, the amount of which is 675m/A-Hteal at 20℃.

この電流(直乞得るに要する電圧は、  E=1.23
+KR+EC!と示され(EC+ER)’e過電圧と(
・うがKRは電極間路と、電解質な含んだ水の電気伝導
度で決まる。ERy小さくするには、電極間路をみじか
くしたり、電気伝導度をあげたり、電極数7増したりす
ればよい。
The voltage required to obtain this current (directly) is E=1.23
+KR+EC! (EC+ER)'e overvoltage and (
-KR is determined by the path between the electrodes and the electrical conductivity of water containing electrolyte. In order to reduce ERy, the path between the electrodes may be made smaller, the electrical conductivity may be increased, or the number of electrodes may be increased by 7.

従来の浮上処理装置は以上のように構成されているので
、下水活性汚泥などのような生物的に作られた汚泥欠浮
上処理する場合その電気伝導度が  −低いため、浮上
濃縮の効率ケ上げるために電極間への印加電圧を高める
必要がある。同一電圧下で効率を上げるためには電極間
路を短(すると汚泥が電極にからみつき故障の原因とな
るため電極数を増す必要があるなど多くの欠点を有して
いた。
Conventional flotation treatment equipment is configured as described above, and when processing biologically produced sludge such as sewage activated sludge without flotation, its electrical conductivity is -low, so it increases the efficiency of flotation concentration. Therefore, it is necessary to increase the voltage applied between the electrodes. In order to increase efficiency under the same voltage, it had many drawbacks, such as the need to shorten the path between the electrodes (this would cause sludge to get entangled with the electrodes and cause failures, so the number of electrodes had to be increased).

この発明は上記のような従来のものの欠点を除去するた
めになされたもので、電解槽に内蔵された電極間に電解
溶液を供給することにより電気分解時発生する微小気泡
の量を増大せしめ、汚泥を効率よく浮上処理できる汚泥
浮上処理装置乞提供することを目的としている。
This invention was made in order to eliminate the drawbacks of the conventional ones as described above, and it increases the amount of microbubbles generated during electrolysis by supplying an electrolytic solution between the electrodes built into the electrolytic cell. The object of the present invention is to provide a sludge flotation treatment device that can efficiently float sludge.

以下この発明の一実施例を図について説明する。An embodiment of the present invention will be described below with reference to the drawings.

第2図において、(1)〜Clは上記従来装置と全く同
一のものである。(11)は電解溶液を電極間に供給す
るための電解溶液注入口、θ2は電解溶液供給槽0りよ
り上記電解溶液注入口(Illへ電解溶液を供給するた
めの電解溶液供給ポンプ、 (14)は攪拌器、(19
は電解溶液供給槽0漕へ酸またはアルカリ乞補給するた
めのホッパ、αQは分離水取水口である。
In FIG. 2, (1) to Cl are exactly the same as those in the conventional device. (11) is an electrolytic solution injection port for supplying electrolytic solution between the electrodes, θ2 is an electrolytic solution supply pump for supplying electrolytic solution from the electrolytic solution supply tank 0 to the electrolytic solution injection port (Ill), (14) ) is a stirrer, (19
is a hopper for replenishing acid or alkali to the electrolytic solution supply tank 0, and αQ is a separated water intake.

次にこの発明の一実施例による装置の動作について説明
する。
Next, the operation of an apparatus according to an embodiment of the present invention will be explained.

電極(4)の下部に設けた電解溶液注入口Ql)から供
給された電解溶液の電気分解により効率良く微小気泡が
発生する。電極(4)の上部に設けられた汚泥流入口(
1)から供給された汚泥中のフロックは上記微小気泡に
より浮上され、電解槽(2)および分離槽(7)の表面
に滞留する。実施例では気固比として12(l!−ガス
/kg 、Ds )  +分離槽(力での浮上汚泥の滞
留時間を100分とした場合、供給汚泥濃度0.74%
に比して濃縮汚泥濃度400%が得られた。
Microbubbles are efficiently generated by electrolysis of the electrolytic solution supplied from the electrolytic solution inlet Ql) provided at the bottom of the electrode (4). The sludge inlet (
The flocs in the sludge supplied from 1) are floated by the microbubbles and remain on the surfaces of the electrolytic cell (2) and the separation tank (7). In the example, the gas-solid ratio is 12 (l!-gas/kg, Ds) + separation tank (if the residence time of sludge floated by force is 100 minutes, the supplied sludge concentration is 0.74%)
A thickened sludge concentration of 400% was obtained.

上記浮上汚泥は汚泥かき取り機(6)でかき取られ濃縮
汚泥槽(8) −・と落下する。
The floating sludge is scraped off by a sludge scraper (6) and falls into a thickened sludge tank (8).

一方、フロックを除去された分離水は分離水流出器(9
)を通り水位調整器α(lIを経由して放流あるいは回
収される。分離水取水口06)より回収された分離水は
電解溶液供給槽0漕内でホッパ09からアルカリまたは
酸が添加され電気伝導度を調整された後。
On the other hand, the separated water from which flocs have been removed is sent to the separated water outlet (9
), the separated water is discharged or collected via the water level regulator α (lI. The separated water is collected from the separated water intake port 06), and an alkali or acid is added from the hopper 09 in the electrolytic solution supply tank 0 tank, and the separated water is charged with electricity. After the conductivity is adjusted.

電解溶液注入口(11)より電解槽(2)へ供給される
。実施例では1me  の汚泥をsm3/Hの速度で供
給したが、これに対し電解溶液は6〜7mBのもの(水
酸化ナトリウムで17001)1)I11添加) i 
1 l/Hの速度で供給した。電、解槽(回内では電解
溶液注入口(II)より電極(4)間に供給された電解
溶液を電、気分解して、主に水素と酸素よりなる微小気
泡が発生するわけであるが、上記微小気泡が電極間上部
に供給された汚泥乞同伴して上昇するのと、定量的微小
気泡発生による電解溶液の減少分7補う量だけの電解溶
液が電極間に供給されるので汚泥が電極間に巻き込まれ
ることもなく、電解溶液の電気分解が効率良く行なわれ
る、−1:た余剰のアルカリ水は汚泥と共に分離槽(7
)へと進んで行く。
The electrolytic solution is supplied to the electrolytic cell (2) from the electrolytic solution inlet (11). In the example, 1 me sludge was supplied at a rate of sm3/H, whereas the electrolyte solution was 6 to 7 mB (17001 with sodium hydroxide) 1) I11 added) i
It was fed at a rate of 1 l/h. Electrolytic and gaseous decomposition (in pronation, the electrolytic solution supplied between the electrodes (4) from the electrolytic solution inlet (II) is electrolytically and gaseously decomposed to generate microbubbles mainly composed of hydrogen and oxygen. However, the microbubbles rise together with the sludge supplied to the upper part between the electrodes, and the electrolytic solution is supplied between the electrodes in an amount that compensates for the decrease in electrolytic solution due to quantitative microbubbles generation. Electrolysis of the electrolytic solution is carried out efficiently without being caught between the electrodes.
).

上記実施例では、電解溶液を用いない時の電解電力は3
75KWH/DSt であったが、電解溶Aを用℃・る
と81 KWH/Dst  となった。ここでKWHX
θtとは汚泥固形分1トンあたりの電解電力である。
In the above example, the electrolysis power when no electrolytic solution is used is 3
It was 75 KWH/DSt, but when electrolytic solution A was used at °C, it became 81 KWH/Dst. KWHX here
θt is electrolysis power per ton of sludge solid content.

なお上記実施例では電解溶液7作るのにアルカリと分離
水と7用いたが、酸・塩単独あイ)℃・は並用しても同
じ効果が得られるし9分離水のかわりに三次処理水や上
水等を求めても良(・、また9分離水取水口Oeを水位
調整器0Qの後に設けたが7分離槽(7)の中に設けて
も同様の効果を得ることができる。
In the above example, an alkali and separated water were used to make the electrolytic solution 7, but the same effect can be obtained by using acids and salts alone, and tertiary treated water instead of separated water. Also, although the 9-separation water intake port Oe is provided after the water level regulator 0Q, the same effect can be obtained even if it is provided in the 7-separation tank (7).

以北のように、この発明によれば電解溶液ケミ解槽内の
甫、極間に供給1ろようにしたので、電気分解時に発生
する微小気泡の量が増大し、汚泥を効率良く処理するこ
とができる。
As mentioned above, according to this invention, since the electrolyte solution is supplied between the electrodes in the tank, the amount of microbubbles generated during electrolysis increases, and the sludge is efficiently treated. be able to.

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

第1図は従来の汚泥浮上処理装置の概略を示す断面図、
第2図はこの発明の一実施例による汚泥浮上処理装置の
概略令で示jWT面図である。 図中、(1)は汚泥流1人口、(2;は電解槽、(4)
は電極。 (5)は電源、01)は電解溶液供給口、 (laは電
解溶液供給ポンプ、0彰ま電解溶液供給槽、 (14)
は]h′、拌器、09はホンバ+’ (161は分離水
取水口、(F)はフロックである。 なお9図中、同一符号は同一、又は相当部分を示す。 代理人  葛 野 信 − T、 礼“、 補 正 書、(自発) 21発明の名称 汚泥浮上処理装置 31由正を′4ると ’B (’lト(7)関f系   行:f實l暫rt人
f1− 所     東5:t”都七代111区丸の内
二丁1−12計3シ;−ン1(6、(601)   三
菱電(幾株式会t1゜代表h 片 1111   八 
部 4、代理人 住 所     重工;(都下゛代)11区九0内二丁
112ff?3>ン5 補正の対象 (1)  明細書の発明の詳細な説明の欄。 (2)  図  面。 6 補正の内容 (1)明細書第4頁第2行、第3行および第5行にそれ
ぞれ「zo工(Jとあるのを「20H−」と訂正する。 (2)  同第4頁第3行および第5行にそれぞれ「2
θ」とあるのを「2e」と訂正する。 (3)  同第4頁第3行に「ZH20」とあるのを「
2H20」と訂正する。 (4)  同第6頁第15行Kr+msJとあるのをr
1ms/(7)」と訂正する。 (5)  同第6頁第16行に16〜7m、eJとある
のを16〜7m日/cm、Jと訂正する。 (6)  図面の第1図および第2図を別紙のとおり訂
正する。 7、 添付書類の目録 (++  図面(第1図、第2図)     1通以上 糧
Figure 1 is a cross-sectional view schematically showing a conventional sludge flotation treatment device;
FIG. 2 is a schematic WT view of a sludge flotation treatment apparatus according to an embodiment of the present invention. In the figure, (1) is sludge flow 1 population, (2; is electrolytic tank, (4)
is an electrode. (5) is the power supply, 01) is the electrolytic solution supply port, (la is the electrolytic solution supply pump, 0 is the electrolytic solution supply tank, (14)
h', stirrer, 09 is Honba+' (161 is separated water intake, (F) is floc. In Figure 9, the same reference numerals indicate the same or equivalent parts. Agent Nobu Kuzuno - T, Rei”, amendment, (spontaneous) 21 Name of the invention Sludge flotation treatment device - Location East 5: t” 1-12 Marunouchi 2-chome, 111-ku, Miyako Nanadai, 3 scenes in total (6, (601) Mitsubishi Electric (Iku Co., Ltd. t1゜Representative h) Piece 1111 8
Part 4, agent address: Heavy Industries; 11th ward, 90-nai 2-cho, 112ff? 3>N5 Subject of amendment (1) Detailed explanation of the invention in the specification. (2) Drawings. 6. Contents of the amendment (1) In the 2nd, 3rd, and 5th lines of page 4 of the specification, the ``zo-ko'' (J) is corrected to ``20H-''. (2) Page 4 of the specification "2" in the 3rd and 5th rows respectively.
Correct "θ" to "2e". (3) On the 4th page, line 3, replace “ZH20” with “
2H20” is corrected. (4) Replace Kr+msJ on page 6, line 15 with r.
1ms/(7)”. (5) On page 6, line 16, 16-7m, eJ is corrected to 16-7mday/cm, J. (6) Figures 1 and 2 of the drawings will be corrected as shown in the attached sheet. 7. List of attached documents (++ Drawings (Fig. 1, Fig. 2) At least 1 copy

Claims (1)

【特許請求の範囲】 (+1  汚泥を電気分解するための電極を有する電解
槽、上記電極に電圧を印加するための電源、上記電極で
の電気分解により発生した微小気泡により浮上した汚泥
中のフロックを処理するための処理槽、上記汚泥を電気
分解するだめの電解溶液を汚泥とは別に上記電極間に供
給する手段を備えた汚泥浮上処理装置。 (2;  未処理汚泥の流入口を電極の上部に設けたこ
とを特徴とする特許請求の範囲第1項記載の汚泥浮上処
理装置。 (3)電解溶液として酸またはアルカリの水溶液を用い
たことを特徴とする特許請求の範囲第1項または第2項
記載の汚泥浮上処理装置。 (4)電解溶液の溶媒として、汚泥から得た分離水を用
いたことを特徴とする特許請求の範囲第1項ないし第3
項の何れかに記載の汚泥浮上処理装置。
[Scope of Claims] (+1) An electrolytic cell having an electrode for electrolyzing sludge, a power source for applying voltage to the electrode, and flocs in the sludge floated by microbubbles generated by electrolysis at the electrode. A sludge flotation treatment device equipped with a treatment tank for treating the sludge, and a means for supplying an electrolytic solution for electrolyzing the sludge between the electrodes separately from the sludge. The sludge flotation treatment device according to claim 1, characterized in that it is provided on the upper part. (3) The sludge flotation treatment device according to claim 1, characterized in that an acid or alkaline aqueous solution is used as the electrolytic solution. The sludge flotation treatment device according to claim 2. (4) Claims 1 to 3, characterized in that separated water obtained from sludge is used as a solvent for the electrolytic solution.
1. The sludge flotation treatment device according to any one of the items.
JP57128721A 1982-07-23 1982-07-23 Apparatus for flotation of sludge Pending JPS5919600A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57128721A JPS5919600A (en) 1982-07-23 1982-07-23 Apparatus for flotation of sludge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57128721A JPS5919600A (en) 1982-07-23 1982-07-23 Apparatus for flotation of sludge

Publications (1)

Publication Number Publication Date
JPS5919600A true JPS5919600A (en) 1984-02-01

Family

ID=14991783

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57128721A Pending JPS5919600A (en) 1982-07-23 1982-07-23 Apparatus for flotation of sludge

Country Status (1)

Country Link
JP (1) JPS5919600A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006181437A (en) * 2004-12-27 2006-07-13 Hitachi Kiden Kogyo Ltd Sludge treatment method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006181437A (en) * 2004-12-27 2006-07-13 Hitachi Kiden Kogyo Ltd Sludge treatment method
JP4545579B2 (en) * 2004-12-27 2010-09-15 株式会社日立プラントテクノロジー Sludge treatment method

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