JPS5851979A - Method and apparatus for controlling ph in water-purifying plant - Google Patents

Method and apparatus for controlling ph in water-purifying plant

Info

Publication number
JPS5851979A
JPS5851979A JP15055481A JP15055481A JPS5851979A JP S5851979 A JPS5851979 A JP S5851979A JP 15055481 A JP15055481 A JP 15055481A JP 15055481 A JP15055481 A JP 15055481A JP S5851979 A JPS5851979 A JP S5851979A
Authority
JP
Japan
Prior art keywords
value
water
raw water
injected
chlorine
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
JP15055481A
Other languages
Japanese (ja)
Other versions
JPS6349524B2 (en
Inventor
Norihisa Suzuki
鈴木 程久
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.)
Hitachi Ltd
Original Assignee
Hitachi Ltd
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 Hitachi Ltd filed Critical Hitachi Ltd
Priority to JP15055481A priority Critical patent/JPS5851979A/en
Publication of JPS5851979A publication Critical patent/JPS5851979A/en
Publication of JPS6349524B2 publication Critical patent/JPS6349524B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE:To suppress the formation of trihalomethane, by adding an acid to raw water to lower pH below the first estimated value, injecting chlorine, and then injecting an alkali agent to raise pH above the second estimated value before the addition of a flocculant. CONSTITUTION:A pH value (e.g. pH below 5) is set by a pH-setting instrument 12 to enlarge a pasteurizing effect while suppressing the formation of trihalomethane in raw water. Said value and a value from a pH meter 11 for the raw water are inputted into an arithmetic circuit 13 for calculating an amount of sulfuric acid to be injected. On the basis of the calculation result, sulfuric acid is injected to adjust pH of the raw water in a water-collecting well 1. A fixed amount of chlorine is then injected from a chlorine injector 7. A pH value at the point of injecting a flocculant is calculated from the pH of the raw water, the amount of injected sulfuric acid and the amount of injected chlorine by an arithmetic circuit 15 for calculating an amount of an alkali agent to be injected. The alkali agent is injected from a means 10 in response to a difference between said calculated pH value and a pH value from an instrument 14 for setting pH of coagulated water.

Description

【発明の詳細な説明】 本発明は、浄水場のPH制御方法および制御装置に係り
、特に塩素注入時におけるトリ・・ロメタンの生成を抑
制しつつ、浄水場本来の水処理効果とも確保できるよう
に、PH制御を行ないながら塩素注入を行なうようにし
た浄水場のPF1制御方法および装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a PH control method and a control device for a water purification plant, and is capable of suppressing the production of tri-lomethane during chlorine injection while ensuring the original water treatment effect of the water purification plant. The present invention relates to a method and apparatus for controlling PF1 in a water purification plant, which performs chlorine injection while controlling pH.

第1図は、従来の浄水場設備の概要を示すブロック図で
ある。図において、1は着水井、2は混和池、3はフロ
ック形成池、4は沈でん池、5はろ過電、6は浄水池、
7は塩素注入装置、8は凝集剤注入装置である。
FIG. 1 is a block diagram showing an outline of conventional water purification plant equipment. In the figure, 1 is a water landing well, 2 is a mixing pond, 3 is a floc formation pond, 4 is a sedimentation pond, 5 is a filtration cell, 6 is a water purification pond,
7 is a chlorine injection device, and 8 is a flocculant injection device.

准水源より砲水された原水は、着水井1に導かれ、ここ
で塩素注入装置it7により塩素を添加されて滅菌処理
される。
The raw water flooded from the secondary water source is led to the landing well 1, where it is sterilized by being added with chlorine by the chlorine injection device it7.

さらに、混和池2では、凝集剤注入袋′#8から凝集剤
を注入される。その結果、フロック形成池5で、水中の
濁質分が凝集してフロックを形成し、沈でん池4におい
て沈でん除去される。
Further, in the mixing pond 2, a flocculant is injected from the flocculant injection bag '#8. As a result, the suspended matter in the water aggregates in the floc-forming pond 5 to form flocs, which are then settled and removed in the settling basin 4.

さらに、沈でん池4で除去されなかった濁質は、ろ過電
5でろ過装置51によって除去される。以上のように、
濁質が除去された水が浄水池6へ貯えられ、需要家へ配
水される。
Further, suspended solids that are not removed in the sedimentation tank 4 are removed by a filter device 51 in a filter cell 5. As mentioned above,
Water from which turbidity has been removed is stored in a water purification pond 6 and distributed to consumers.

ところが、原水中に含まれる細菌を除去したり、鉄、マ
ンガンなどの金属イオンを酸化除去したりするのに用い
られている塩素は、水中に含まれる有機物と反応してト
リハロメタンを生成する。
However, chlorine, which is used to remove bacteria contained in raw water and oxidize and remove metal ions such as iron and manganese, reacts with organic matter contained in water to produce trihalomethane.

トリ〜・ロメタンは、中枢神経・肝臓・腎臓などに対す
る毒性があることが知られており、かつ発ガン性がある
と報告されている。したがって、浄水場における原水処
理プロセスにおいては、このトリハロメタンの発生阻止
が、重要な問題となっている。
Trilomethane is known to be toxic to the central nervous system, liver, kidneys, etc., and is also reported to be carcinogenic. Therefore, in the raw water treatment process at water purification plants, preventing the generation of trihalomethanes is an important issue.

このトリハロメタンの除去には、 (1)  活性炭p過 (2)空気曝気 などの手法が対策としてあげられている。しかし、これ
らの対策を実行するためには、新たに池が必要であり、
設備改装に費用がかかる難点があった。
To remove this trihalomethane, methods such as (1) filtration with activated carbon and (2) air aeration have been proposed. However, in order to implement these measures, a new pond is required.
The problem was that it was expensive to renovate the equipment.

本発明の目的は、塩素注入により生成されるトリハロメ
タンの量を抑制しつつ、浄水場の水処理効果、すなわち
滅菌効果と凝集性でん効果をそこねることのない塩素注
入をおこなうことのできる浄水場における一制御方法お
よび制御装置を提供することにある。
An object of the present invention is to provide a water treatment plant that can perform chlorine injection without impairing the water treatment effect of the water treatment plant, that is, the sterilization effect and the flocculating starch effect, while suppressing the amount of trihalomethane generated by chlorine injection. An object of the present invention is to provide a control method and a control device.

本発明は、塩素注入によるトリハロメタンの生成量、滅
菌効果および凝集剤による凝集性でん効果がいずれも原
水の−に左右されることに着目し、原水の−を予定値1
cm整した後に、塩素注入を行なうようにすることによ
り、トリハロメタン生成量を下げ、滅菌効果及び凝集性
でん効果を上げるようにしたものである。
The present invention focuses on the fact that the amount of trihalomethane produced by chlorine injection, the sterilization effect, and the flocculating starch effect of the flocculant are all influenced by the - of the raw water, and the - of the raw water is set to the planned value of 1.
By injecting chlorine after the cm adjustment, the amount of trihalomethane produced is lowered and the sterilization effect and the flocculating starch effect are increased.

まず51!2図に、原水のVlと、これに塩素を加えた
場合に発生するトリハロメタン量との関係を示す。横軸
は−の値、縦軸はトリハロメタン発生量である。これに
よると、原水の−4が低い方がトリハロメタンの発生i
Fi少なく、また原水のpi(が5以下では、トリハロ
メタン発生量はほとんど変化5− し々い。
First, Figure 51!2 shows the relationship between the Vl of raw water and the amount of trihalomethane generated when chlorine is added to it. The horizontal axis is the negative value, and the vertical axis is the amount of trihalomethane generated. According to this, the lower -4 of the raw water is, the more trihalomethane will be generated.
If the Fi is low and the pi of the raw water is less than 5, the amount of trihalomethane generated will hardly change.

したがって、塩素注入時の原水PHを5以下にしておく
ことが、トリハロメタン発生の抑制の面からは望ましい
ことがわかる。
Therefore, it can be seen that it is desirable to keep the pH of the raw water at 5 or less during chlorine injection from the viewpoint of suppressing the generation of trihalomethane.

塩素は、水中で下記の反応により、次亜塩素酸(HOI
O)と次亜塩素酸イオン(010−)の形で存在し、こ
れを遊離残留塩素とよんでいる。
Chlorine is converted into hypochlorous acid (HOI) by the following reaction in water.
O) and hypochlorite ion (010-), which is called free residual chlorine.

01* +HIO→HOI +HOIOHC,lo#H
+010− 次に、第6図に、水の…と、水中での次亜塩素酸(HC
l0 ) 及び次亜塩素酸イオン(010−)  の比
率との関係を示す。図において、横軸は水の−の値を、
縦軸は水中での次亜塩素酸および次亜塩素酸イオンの比
率を、それぞれあられしている。
01* +HIO→HOI +HOIOHC,lo#H
+010- Next, Figure 6 shows water... and hypochlorous acid (HC) in water.
10) and the ratio of hypochlorite ion (010-). In the figure, the horizontal axis represents the negative value of water,
The vertical axis shows the ratio of hypochlorous acid and hypochlorite ions in water.

これら両者のうち、消毒力は、次亜塩素酸(HOIO)
  の方が、次亜塩素酸イオン(010−″)より強い
Of these two, hypochlorous acid (HOIO) has the most disinfecting power.
is stronger than hypochlorite ion (010-'').

6一 以上の考察から、塩素注入時におけるpi(は、塩素の
滅菌効果のうえからも低い値であることが望ましいこと
がわかる。
From the above considerations, it can be seen that pi (during chlorine injection) is desirably a low value from the viewpoint of the sterilizing effect of chlorine.

次に、凝集性でん効果に与えるPHの影響を第4図に示
す。図において、縦軸は、凝集剤注入により濁質を沈で
んさせた後の上澄水濁度と原水の濁度との比率を、また
横軸は−の値を示す。すなわち、比率100チは濁質除
去が全くなされない場合、比率0−は濁質除去が完全で
ある場合である。
Next, FIG. 4 shows the influence of PH on the flocculating starch effect. In the figure, the vertical axis shows the ratio between the turbidity of supernatant water and the turbidity of raw water after settling the suspended solids by injecting a flocculant, and the horizontal axis shows the negative value. That is, a ratio of 100 is when no suspended solids are removed, and a ratio of 0- is when suspended solids are completely removed.

第4図によれば、−が&5以下では凝集性でんによる濁
質除去の効果はあまりなく、…が6.7以上の時良好な
濁質除去効果が得られることがわかる。
According to FIG. 4, it can be seen that when - is less than &5, the effect of removing turbidity due to cohesive starch is not so great, and when . . . is 6.7 or more, a good turbidity removal effect is obtained.

以上の考察から明らかなように、トリノ・ロメタン発生
量の抑制、滅菌効果および凝集性でん効果の3つを考慮
した塩素注入を行なうには、−1制御を有効に組み合わ
せた処理法が必要である。
As is clear from the above considerations, a treatment method that effectively combines -1 control is required in order to perform chlorine injection that takes into account the following three aspects: suppression of Torino-lomethane generation, sterilization effect, and flocculating starch effect. It is.

すなわち、塩素注入前には、原水の−を下げておくこと
が ) リーINロメタンの発生抑制と、塩素による滅
菌効果向上の上で、良好な結果を得ることになる。この
為に、原水−が高いときは、硫酸等の酸を注入すること
により、原水−を下げることが望着しい。
In other words, before injecting chlorine, it is necessary to lower the - level of the raw water to obtain good results in suppressing the generation of lyinlomethane and improving the sterilization effect of chlorine. For this reason, when the raw water level is high, it is desirable to lower the raw water level by injecting an acid such as sulfuric acid.

ところが、原水への硫酸等の注入と、それに続く塩素の
注入とにより、原水のiJHは下がるので、このような
水に対して直接凝集剤を加えても凝集効果は効果的に作
用しない。
However, since the iJH of the raw water decreases due to the injection of sulfuric acid or the like into the raw water and the subsequent injection of chlorine, the flocculating effect does not work effectively even if a flocculant is directly added to such water.

これを防ぐには、塩素注入後、凝集剤注入前の地点でア
ルカリ剤を注入し、PHを高めた上で凝集剤を注入する
ことが必要となる。
To prevent this, it is necessary to inject an alkaline agent after chlorine is injected and before injecting the flocculant to raise the pH before injecting the flocculant.

本発明は以上の考察に基づいてなされたものである。The present invention has been made based on the above considerations.

第5図に、本発明に基づく一制御装置のブロック図を示
す。
FIG. 5 shows a block diagram of a control device according to the present invention.

第5図において、第1図と同一の符号は同一または同等
部分をあられす。
In FIG. 5, the same symbols as in FIG. 1 represent the same or equivalent parts.

同図において、9は硫酸注入装置、10は苛性ソーダ注
入装置、11は原水pH計、12は原水−設定器、13
は硫酸注入量演算回路、14は凝集水−設定器、15は
アルカリ剤注入量演算回路である。
In the figure, 9 is a sulfuric acid injection device, 10 is a caustic soda injection device, 11 is a raw water pH meter, 12 is a raw water setting device, 13
1 is a sulfuric acid injection amount calculation circuit, 14 is a coagulated water setting device, and 15 is an alkali agent injection amount calculation circuit.

トリハロメタンの生成を抑制しつつ、かつ滅菌効果を犬
々らしめる−1の値(例えば、5以−F)をpi−1設
定器12で行なう。この値と、原水1・+1計11の値
とが硫酸注入量演算回路13に入力され、ここで硫酸の
注入量が求められる。
The pi-1 setting device 12 is used to set a value of -1 (for example, 5 or more -F) that suppresses the production of trihalomethane and provides a perfect sterilization effect. This value and the raw water 1.+1, a total of 11 values, are input to the sulfuric acid injection amount calculation circuit 13, where the sulfuric acid injection amount is determined.

そし、て、この演算結果に基づいて、硫酸注入装置9に
より、硫酸が注入される。
Then, based on this calculation result, sulfuric acid is injected by the sulfuric acid injection device 9.

これにより、着水井1内の原水のilは滅菌に適した値
に調整される。そして、塩素注入装置7からの所定量の
塩素注入によシ原水の滅菌が行なわれる。このとき、第
2図から分るように、トリハロメタンの発生は最小に抑
えられる。
Thereby, il of the raw water in the receiving well 1 is adjusted to a value suitable for sterilization. Then, the raw water is sterilized by injecting a predetermined amount of chlorine from the chlorine injection device 7. At this time, as can be seen from FIG. 2, the generation of trihalomethane is suppressed to a minimum.

次に、原水PHと、硫酸注入を及び塩紫注入緻とから、
アルカリ剤注入量演算回路15において凝集剤注入点の
pLIが演算される。さらに、このpi(直と、凝集水
PH設定器14によって設定される、凝集性でんに望ま
しいFJlの値の差に応じて、アルカリ剤注入量が、演
算される。
Next, from the raw water PH, sulfuric acid injection, and salt purple injection density,
The pLI of the flocculant injection point is calculated in the alkaline agent injection amount calculation circuit 15. Furthermore, the amount of alkaline agent to be injected is calculated according to the difference between this pi (direct) and the value of FJl, which is desirable for flocculating starch and is set by the flocculating water PH setting device 14.

前記の演算は、同じくアルカリ剤注入量演算回9− 路15により行なわれ、アルカリ剤注入装置10により
アルカリ剤(苛性ソーダ)注入が実行される。そして、
凝集剤注入装置8によって所定量の凝集剤が注入され、
濁質の除去が行なわれる。
The above calculation is similarly performed by the alkaline agent injection amount calculation circuit 9-15, and the alkaline agent (caustic soda) is injected by the alkaline agent injection device 10. and,
A predetermined amount of flocculant is injected by the flocculant injection device 8,
Suspended matter is removed.

以上の説明から明らかなように本発明によれば、トリ・
・ロメタンの生成を抑制し、浄水場の凝集性でん効果を
大ならしめた上で塩素の滅菌効果を発揮できる。
As is clear from the above description, according to the present invention,
・It suppresses the production of lomethane, increases the coagulating starch effect at water treatment plants, and exhibits the sterilization effect of chlorine.

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

第1図は浄水場設備の概要を示すブロック図、第2図は
原水の−とトリハロメタン生成量との関係例を示す図、
第3図は原水の−とHOIo 、 010−の関係例を
示す図、第4図は原水の−と凝集性でんによる濁質除去
比率の関係例を示す図、第5図は本発明による可制御付
塩素注入制御装置の一実施例のブロック図である。 1・・・着水井、2・・・混和池、3・・・フロック形
成池、4・・・沈でん池、5・・・ろ過電、6・・・浄
水池、7・・・塩素注入装置、8・・・凝集剤注入装置
、9・・・硫酸−1〇− 注入装置、10・・・苛性ソーダ注入装置、11・・・
原水pH計、12・・・原水PH設定器、13・・・硫
酸注入量演算回路、14・・・凝集水pH設定器、15
・・・アルカリ剤注入量演算回路 代理人弁理士 平 木 道 人 11− 才 2 図 □ 第3図 才4図
Figure 1 is a block diagram showing an overview of water treatment plant equipment, Figure 2 is a diagram showing an example of the relationship between raw water and the amount of trihalomethane produced.
Figure 3 is a diagram showing an example of the relationship between raw water - and HOIo, 010-, Figure 4 is a diagram showing an example of the relationship between raw water - and the turbidity removal ratio by flocculating starch, and Figure 5 is a diagram showing an example of the relationship between raw water - and HOIo, 010-. FIG. 2 is a block diagram of an embodiment of a controllable chlorine injection control device. 1... Water landing well, 2... Mixing pond, 3... Floc formation pond, 4... Sedimentation pond, 5... Filtration cell, 6... Water purification pond, 7... Chlorine injection device , 8... Coagulant injection device, 9... Sulfuric acid-1〇- injection device, 10... Caustic soda injection device, 11...
Raw water pH meter, 12... Raw water PH setting device, 13... Sulfuric acid injection amount calculation circuit, 14... Coagulated water pH setting device, 15
...Alkali agent injection amount calculation circuit Patent attorney Michito Hiraki 11-years old 2 years old Figure □ Figure 3 Figure 4 Figure 3

Claims (1)

【特許請求の範囲】 (4)  取水した原水に塩素を注入して滅菌し、その
後さらに凝集剤を注入して濁質を除去する浄水場の一制
御方法において、塩素注入の前に、原水の−を第1予定
値以下に下げるために酸を注入する工程と、塩素を注入
した後で、かつ凝集剤を注入する前に、原水の−を第2
予定値以上に上げるためにアルカリ剤を注入する工程と
を具備したことを特徴とする浄水場の一制御方法。 (2)  PHの第1予定値が5以下であることを特徴
とする特許 制御方法。 (3)IIJ′{の第2予定値が6.7以上であること
を特徴とする前記特許請求の範囲第1項記載の浄水場の
一制御方法。 (4)取水した原水に塩素を注入して滅菌し、その後さ
らに凝集剤を注入して濁質を除去する浄水場の一制御装
置において、原水の…を測定する手段と、原水の一の第
1予定値を設定する手段と、前記用の第1予定値からの
原水−の偏差に基づいて、塩素注入前に注入すべき酸の
量を演算する手段と、前記演算結果に基づいて酸を原水
に注入する手段と、前記のようにして注入された酸の量
、塩素注入量および原水PHから、凝集剤注入点におけ
る一を演算する手段と、凝集剤注入点におけるPHの第
2予定値を設定する手段と、前記のように演算された一
の値の、第2予定値に対する偏差から、注入すべきアル
カリ剤量を演算する手段と、前記演算結果に基づいてア
ルカリ剤を注入する手段とを具備したことを特徴とする
浄水場の一1制御装置。 (5)  pHの第1予定値が5以下であることを特徴
とする前記特許請求の範囲第4項記載の浄水場の一制御
装置。 (6)  pHの第2予定値が&7以上であることを特
徴とする前記特許請求の範囲第4項記載の浄水場の−制
御装置。
[Claims] (4) In a water treatment plant control method in which chlorine is injected into the raw water taken to sterilize it, and then a flocculant is further injected to remove turbidity, the raw water is A step of injecting acid to lower - to below the first planned value, and a second step of injecting - of the raw water after injecting chlorine and before injecting the flocculant.
A control method for a water purification plant, comprising the step of injecting an alkaline agent to raise the water level above a scheduled value. (2) A patented control method characterized in that the first expected value of PH is 5 or less. (3) A method for controlling a water purification plant according to claim 1, wherein the second predetermined value of IIJ'{ is 6.7 or more. (4) A control device for a water treatment plant that injects chlorine into the raw water taken to sterilize it, and then further injects a flocculant to remove turbidity. means for setting a first scheduled value; means for calculating the amount of acid to be injected before chlorine injection based on the deviation of the raw water from the first scheduled value; means for injecting the raw water into the raw water; means for calculating 1 at the flocculant injection point from the amount of acid injected as described above, the amount of chlorine injected, and the raw water PH; and a second predetermined value of the PH at the flocculant injection point. means for calculating the amount of alkaline agent to be injected from the deviation of the first value calculated as described above from the second expected value; and means for injecting the alkaline agent based on the calculation result. 11. A control device for a water purification plant, characterized by comprising: (5) A control device for a water purification plant according to claim 4, wherein the first predetermined pH value is 5 or less. (6) The control device for a water purification plant according to claim 4, wherein the second predetermined pH value is &7 or more.
JP15055481A 1981-09-25 1981-09-25 Method and apparatus for controlling ph in water-purifying plant Granted JPS5851979A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15055481A JPS5851979A (en) 1981-09-25 1981-09-25 Method and apparatus for controlling ph in water-purifying plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15055481A JPS5851979A (en) 1981-09-25 1981-09-25 Method and apparatus for controlling ph in water-purifying plant

Publications (2)

Publication Number Publication Date
JPS5851979A true JPS5851979A (en) 1983-03-26
JPS6349524B2 JPS6349524B2 (en) 1988-10-05

Family

ID=15499410

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15055481A Granted JPS5851979A (en) 1981-09-25 1981-09-25 Method and apparatus for controlling ph in water-purifying plant

Country Status (1)

Country Link
JP (1) JPS5851979A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011050843A (en) * 2009-09-01 2011-03-17 Metawater Co Ltd Method of and system for desalinating water to be treated
JP2011056411A (en) * 2009-09-10 2011-03-24 Metawater Co Ltd System and method for desalination of water to be treated

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011050843A (en) * 2009-09-01 2011-03-17 Metawater Co Ltd Method of and system for desalinating water to be treated
JP2011056411A (en) * 2009-09-10 2011-03-24 Metawater Co Ltd System and method for desalination of water to be treated

Also Published As

Publication number Publication date
JPS6349524B2 (en) 1988-10-05

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