JP2648241B2 - PH control method in purification treatment - Google Patents

PH control method in purification treatment

Info

Publication number
JP2648241B2
JP2648241B2 JP3018175A JP1817591A JP2648241B2 JP 2648241 B2 JP2648241 B2 JP 2648241B2 JP 3018175 A JP3018175 A JP 3018175A JP 1817591 A JP1817591 A JP 1817591A JP 2648241 B2 JP2648241 B2 JP 2648241B2
Authority
JP
Japan
Prior art keywords
mixing tank
membrane separation
sludge
separation device
value
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 - Lifetime
Application number
JP3018175A
Other languages
Japanese (ja)
Other versions
JPH04256406A (en
Inventor
清司 和泉
修 竹下
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.)
Kubota Corp
Original Assignee
Kubota 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 Kubota Corp filed Critical Kubota Corp
Priority to JP3018175A priority Critical patent/JP2648241B2/en
Publication of JPH04256406A publication Critical patent/JPH04256406A/en
Application granted granted Critical
Publication of JP2648241B2 publication Critical patent/JP2648241B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Separation Using Semi-Permeable Membranes (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Treatment Of Sludge (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、下排水等の被処理水の
浄化処理においてpH値を制御する浄化処理におけるp
H制御方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for purifying water to be treated such as sewage or the like, in which the pH value is controlled.
H control method.

【0002】[0002]

【従来の技術】従来、図3に示すように、下排水等の被
処理水の浄化処理においては、被処理水供給管1から混
和槽2に被処理水を供給し、攪拌機3による攪拌を行い
ながら被処理水に凝集剤供給管4から無機凝集剤(FeCl
3 ,硫バン等)を添加して被処理水に含まれた粒子の凝
集を図っている。そして、混和槽2に浸漬したpHセン
サ5で混合液6のpH値を測定し、測定した値に基づい
て制御装置7によってpH調整剤供給管8に介装された
ポンプ9の流量を制御し、pH調整剤供給管8から供給
するアルカリ剤を調整して被処理水のpH値が4〜7に
なるようにpHコントロールしていた。さらに、混和槽
2からポンプ槽10に越流する凝集処理された汚泥を膜分
離装置11によって固液分離し、固形分の汚泥をポンプ槽
10に返送するとともに、余剰汚泥を汚泥引抜管12を通し
て排出していた。
2. Description of the Related Art Conventionally, as shown in FIG. 3, in the treatment of water to be treated such as sewage, water to be treated is supplied from a water supply pipe 1 to a mixing tank 2 and agitated by a stirrer 3. While performing the treatment, the inorganic water (FeCl 3)
3 , sulphate, etc.) are added to aggregate the particles contained in the water to be treated. Then, the pH value of the mixed solution 6 is measured by the pH sensor 5 immersed in the mixing tank 2, and based on the measured value, the flow rate of the pump 9 interposed in the pH adjusting agent supply pipe 8 is controlled by the control device 7. The pH was controlled so that the pH value of the water to be treated was 4 to 7 by adjusting the alkaline agent supplied from the pH adjusting agent supply pipe 8. Further, the coagulated sludge flowing from the mixing tank 2 to the pump tank 10 is subjected to solid-liquid separation by the membrane separation device 11, and the solid sludge is separated from the pump tank.
10 and the excess sludge was discharged through the sludge extraction pipe 12.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記した従来
の構成によれば、pHセンサ5の電極面が汚泥等の付着
によって感度が低下し、pHコントロールに誤差が生じ
る問題があり、その誤差によってさらに付着し易い汚泥
が形成されるという悪循環が生じるとともに、後工程の
膜分離装置における濾過効率を疎外する濾過性の悪い汚
泥が形成される問題があった。
However, according to the conventional configuration described above, there is a problem that the electrode surface of the pH sensor 5 has reduced sensitivity due to adhesion of sludge or the like, and an error occurs in pH control. Further, there is a problem that a vicious cycle occurs in which sludge that easily adheres is formed, and sludge with poor filterability is formed, which negates filtration efficiency in a membrane separation device in a subsequent process.

【0004】本発明は被処理水中の汚泥によるpHセン
サの感度の低下を防止して常に正確なpH制御を行うこ
とができる浄化処理におけるpH制御方法を提供するこ
とを目的とする。
[0004] It is an object of the present invention to provide a pH control method in a purification treatment capable of always performing accurate pH control while preventing a decrease in sensitivity of a pH sensor due to sludge in water to be treated.

【0005】[0005]

【課題を解決するための手段】上記課題を解決するため
に、本発明の浄化処理におけるpH制御方法は、被処理
水と凝集剤とpH調整剤とを混和槽に投入し、混和槽の
混合液を膜分離装置によって固液分離する浄化処理にお
いて、膜分離装置の透過液流路中に配置したpHセンサ
によって膜分離された処理水のpH値を測定し、測定さ
れたpH値に基づいて混和槽に添加するpH調整剤の量
を制御する構成としたものである。
In order to solve the above-mentioned problems, a pH control method in a purification treatment according to the present invention comprises the steps of: charging water to be treated, a coagulant, and a pH adjuster into a mixing tank; In a purification process in which a liquid is separated into a solid and a liquid by a membrane separation device, the pH value of the treated water subjected to membrane separation is measured by a pH sensor arranged in a permeate flow path of the membrane separation device, and based on the measured pH value. It is configured to control the amount of the pH adjuster added to the mixing tank.

【0006】[0006]

【作用】上記した構成において、膜分離装置によって膜
分離された浮遊夾雑物を含まない透過液のpH値を測定
することにより、汚泥の付着によるpHセンサの感度の
劣化が生じず、常に正確な測定が行なわれ、的確なpH
調整剤の添加によって濾過性の良好な汚泥を形成して膜
分離装置における濾過効率の向上が図られる。
In the above construction, by measuring the pH value of the permeate containing no suspended solids separated by membrane by the membrane separator, the sensitivity of the pH sensor is not degraded due to the adhesion of sludge, and an accurate value is always obtained. Measured and accurate pH
By adding a regulator, sludge having good filterability is formed, and the filtration efficiency in the membrane separation device is improved.

【0007】[0007]

【実施例】以下、本発明の一実施例を図面に基づいて説
明する。図1において、混和槽21には、下排水等の被処
理水を供給する被処理水供給管22と、無機凝集剤(FeCl
3,硫バン等)を供給する凝集剤供給管23と、pH調整
剤を供給するpH調整剤供給管24が開口しており、各管
22,23,24にはそれぞれ第1ポンプ25と第2ポンプ26と
第3ポンプ27が介装されいる。
An embodiment of the present invention will be described below with reference to the drawings. In FIG. 1, a mixing tank 21 is provided with a treated water supply pipe 22 for supplying treated water such as sewage, an inorganic coagulant (FeCl 2).
3. A coagulant supply pipe 23 for supplying a pH adjuster and a pH adjuster supply pipe 24 for supplying a pH adjuster are open.
A first pump 25, a second pump 26, and a third pump 27 are interposed in 22, 23 and 24, respectively.

【0008】そして、混和槽21は圧送ポンプ28を介して
限外濾過膜や精密濾過膜を有する膜分離装置29に連通し
ており、膜分離装置29の濃縮汚泥側が混和槽21に連通す
るとともに、透過液側が透過液流路30に連通している。
また、透過液流路30の透過液中にはpHセンサ31が配置
されており、pHセンサ31の一端に接続して設けられた
制御装置32が第3ポンプ27に信号ラインを介して接続さ
れている。さらに、混和槽21に連通して汚泥引抜管33が
設けられており、汚泥引抜管33の途中には引抜ポンプ34
が介装されている。また、混和槽21には攪拌機35が設け
られている。
The mixing tank 21 communicates with a membrane separation device 29 having an ultrafiltration membrane or a microfiltration membrane via a pressure pump 28. The concentrated sludge side of the membrane separation device 29 communicates with the mixing tank 21. The permeate side communicates with the permeate flow path 30.
Further, a pH sensor 31 is disposed in the permeated liquid of the permeated liquid flow path 30, and a control device 32 connected to one end of the pH sensor 31 is connected to the third pump 27 via a signal line. ing. Further, a sludge extraction pipe 33 is provided in communication with the mixing tank 21, and a suction pump 34 is provided in the middle of the sludge extraction pipe 33.
Is interposed. The mixing tank 21 is provided with a stirrer 35.

【0009】以下、上記構成における作用について説明
する。混和槽21には、第1ポンプ25により被処理水供給
管22を通って供給される被処理水と、第2ポンプ26によ
って凝集剤供給管23を通って供給される凝集剤と、第3
ポンプ27によってpH調整剤供給管24を通って供給され
るpH調整剤が投入される。さらに、攪拌機35により攪
拌された混合槽21の混合液36は圧送ポンプ28によって膜
分離装置29に圧送され、膜分離装置29において固液分離
される。
The operation of the above configuration will be described below. The mixing tank 21 is supplied with water to be treated supplied by the first pump 25 through the water supply pipe 22, coagulant supplied by the second pump 26 through the coagulant supply pipe 23,
The pH adjusting agent supplied through the pH adjusting agent supply pipe 24 by the pump 27 is supplied. Further, the mixed liquid 36 in the mixing tank 21 stirred by the stirrer 35 is pumped to the membrane separation device 29 by the pressure feed pump 28, and is separated into solid and liquid in the membrane separation device 29.

【0010】そして、膜分離された固形分を含む濃縮汚
泥は混和槽21に戻され、膜を透過した透過液は処理水と
して透過液流路30を通して取り出される。さらに、透過
液流路30において処理水中のpH値がpHセンサ31によ
って測定され、測定されたpH値に基づいて制御装置32
が第3ポンプ27の流量を制御することにより、pH調整
剤の添加量が調節される。
[0010] The concentrated sludge containing solids separated by the membrane is returned to the mixing tank 21, and the permeated liquid permeating the membrane is taken out through the permeated liquid channel 30 as treated water. Further, the pH value of the treated water is measured by the pH sensor 31 in the permeate flow path 30, and the control device 32
By controlling the flow rate of the third pump 27, the addition amount of the pH adjuster is adjusted.

【0011】このとき、pHセンサ31は膜分離装置29に
よって膜分離された浮遊夾雑物を含まない透過液即ち処
理水中に設けられているので、汚泥の付着によるpHセ
ンサ31の感度の劣化が生じず、常に正確な測定が行なわ
れ、的確なpH調整剤の添加によって濾過性の良好な汚
泥を形成して膜分離装置29における濾過効率の向上が図
られる。尚、膜分離装置29に用いる濾過膜としては、チ
ューブラ型もしくは平膜型のいずれでも良い。
At this time, since the pH sensor 31 is provided in a permeated liquid containing no floating contaminants, ie, treated water, which has been subjected to membrane separation by the membrane separation device 29, the sensitivity of the pH sensor 31 is deteriorated due to adhesion of sludge. Instead, accurate measurement is always performed, and sludge having good filterability is formed by adding an accurate pH adjuster, thereby improving the filtration efficiency in the membrane separation device 29. The filtration membrane used in the membrane separation device 29 may be either a tubular type or a flat type.

【0012】図2は本発明の他の実施例を示すものであ
り、先の実施例と同様の作用を行う部材については同一
番号を付して説明を省略する。図2においては、混和槽
21は仕切壁41によって複数の区画に分割されており、第
1の区画に攪拌機35が配置されるとともに、続く各区画
にはそれぞれ膜分離装置29が浸漬されている。
FIG. 2 shows another embodiment of the present invention, in which members having the same functions as those in the previous embodiment are assigned the same reference numerals and description thereof is omitted. In FIG. 2, the mixing tank
The partition 21 is divided into a plurality of sections by a partition wall 41, and a stirrer 35 is disposed in a first section, and a membrane separation device 29 is immersed in each of the subsequent sections.

【0013】このようような構成においても、先の実施
例と同様の作用効果を奏することができる。
In such a configuration, the same operation and effect as those of the first embodiment can be obtained.

【0014】[0014]

【発明の効果】以上述べたように本発明によれば、膜分
離装置によって膜分離された浮遊夾雑物を含まない透過
液のpH値を測定することにより、汚泥の付着によるp
Hセンサの感度の劣化を防止して常に正確な測定を行う
ことができるとともに、的確なpH調整剤の添加によっ
て濾過性の良好な汚泥を形成して膜分離装置における濾
過効率の向上を図ることができる。また、膜分離するこ
とにより混和槽のpH値とほぼ同一のpH値による制御
が可能となり、時間遅が生じない。
As described above, according to the present invention, by measuring the pH value of the permeate containing no suspended solids which has been subjected to membrane separation by a membrane separation apparatus, the pH value due to the adhesion of sludge is measured.
To prevent the deterioration of the sensitivity of the H sensor and always perform accurate measurement, and to improve the filtration efficiency in the membrane separation device by forming sludge with good filterability by adding an accurate pH adjuster. Can be. In addition, by membrane separation, control can be performed with a pH value substantially the same as the pH value of the mixing tank, and no time delay occurs.

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

【図1】本発明の一実施例を示す浄化処理設備の全体構
成図である。
FIG. 1 is an overall configuration diagram of a purification treatment facility showing one embodiment of the present invention.

【図2】本発明の他の実施例を示す浄化処理設備の全体
構成図である。
FIG. 2 is an overall configuration diagram of a purification treatment facility showing another embodiment of the present invention.

【図3】従来の浄化処理設備の全体構成図である。FIG. 3 is an overall configuration diagram of a conventional purification treatment facility.

【符号の説明】[Explanation of symbols]

21 混和槽 24 凝集剤供給管 27 第3ポンプ 29 膜分離装置 31 pHセンサ 32 制御装置 21 Mixing tank 24 Coagulant supply pipe 27 Third pump 29 Membrane separator 31 pH sensor 32 Controller

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C02F 1/66 510 C02F 1/66 510K 530 530L 540 540D 9/00 502 9/00 502E 502P 503 503C 504 504C 11/12 11/12 C 11/14 11/14 B ──────────────────────────────────────────────────の Continuation of front page (51) Int.Cl. 6 Identification code Agency reference number FI Technical display location C02F 1/66 510 C02F 1/66 510K 530 530L 540 540D 9/00 502 9/00 502E 502P 503 503C 504 504C 11/12 11/12 C 11/14 11/14 B

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 被処理水と凝集剤とpH調整剤とを混和
槽に投入し、混和槽の混合液を膜分離装置によって固液
分離する浄化処理において、膜分離装置の透過液流路中
に配置したpHセンサによって膜分離された処理水のp
H値を測定し、測定されたpH値に基づいて混和槽に添
加するpH調整剤の量を制御することを特徴とする浄化
処理におけるpH制御方法。
In a purification treatment in which water to be treated, a coagulant, and a pH adjuster are charged into a mixing tank, and the mixed liquid in the mixing tank is separated into a solid and a liquid by a membrane separation device, the permeated liquid flow path of the membrane separation device is used. Of treated water membrane-separated by a pH sensor located at
A pH control method in a purification treatment, comprising measuring an H value and controlling an amount of a pH adjuster to be added to a mixing tank based on the measured pH value.
JP3018175A 1991-02-12 1991-02-12 PH control method in purification treatment Expired - Lifetime JP2648241B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3018175A JP2648241B2 (en) 1991-02-12 1991-02-12 PH control method in purification treatment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3018175A JP2648241B2 (en) 1991-02-12 1991-02-12 PH control method in purification treatment

Publications (2)

Publication Number Publication Date
JPH04256406A JPH04256406A (en) 1992-09-11
JP2648241B2 true JP2648241B2 (en) 1997-08-27

Family

ID=11964280

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3018175A Expired - Lifetime JP2648241B2 (en) 1991-02-12 1991-02-12 PH control method in purification treatment

Country Status (1)

Country Link
JP (1) JP2648241B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3784370B2 (en) * 2000-06-30 2006-06-07 旭化成ケミカルズ株式会社 Method and apparatus for treating wastewater in cationic electrodeposition coating

Also Published As

Publication number Publication date
JPH04256406A (en) 1992-09-11

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