JPH09108698A - Ammoniacal liquid treatment - Google Patents

Ammoniacal liquid treatment

Info

Publication number
JPH09108698A
JPH09108698A JP7271523A JP27152395A JPH09108698A JP H09108698 A JPH09108698 A JP H09108698A JP 7271523 A JP7271523 A JP 7271523A JP 27152395 A JP27152395 A JP 27152395A JP H09108698 A JPH09108698 A JP H09108698A
Authority
JP
Japan
Prior art keywords
water
acidic
sent
tank
treatment
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.)
Withdrawn
Application number
JP7271523A
Other languages
Japanese (ja)
Inventor
Tsugio Hotta
次男 堀田
Hidetaka Sugibe
英孝 杉辺
Yutaka Takahashi
裕 高橋
Tatsuya Ozawa
達也 小沢
Tsuneo Aihara
恒雄 相原
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.)
JFE Steel Corp
Original Assignee
Kawasaki Steel 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 Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP7271523A priority Critical patent/JPH09108698A/en
Publication of JPH09108698A publication Critical patent/JPH09108698A/en
Withdrawn legal-status Critical Current

Links

Classifications

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

Landscapes

  • Activated Sludge Processes (AREA)
  • Physical Water Treatments (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method of treating ammoniacal liquid in which treatment cost is lowered. SOLUTION: Ammoniacal liquid still treatment water 5 is sent to an acidic tank 17 to make it acidic water 19 adjusted to an acidic area of about pH3-5. The acidic water 19 is sent to a filter 14 and is separated into filtrate 15 and filter cake 16. The filtrate 15 is sent to a neutralization tank 6 to turn it into neutralized water 30 adjusted to about pH7. The neutralized water 30 is sent to an aeration tank 9 together with dilution water 10 and is subjected to activated sludge treatment by using microorganisms in the aeration tank 9. Neutralized water 30a is discharged as discharge water to outside the system via a flocculating and settling basin 11 and an activated carbon adsorption tank 12. Further, the filter cake 16 is sent to a combustion facility 24 to subject it to combustion treatment.

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、例えば竪型連続式成形
コークス炉から排出された発生ガスを冷却する際に発生
した安水を処理する安水処理方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an ammonium hydroxide treatment method for treating ammonium hydroxide generated when cooling generated gas discharged from, for example, a vertical continuous forming coke oven.

【0002】[0002]

【従来の技術】一般に、石炭を乾溜してコークスを製造
する室炉式コークス炉では、発生したガス(コークス炉
ガス)を冷却する際に安水が発生する。この安水には、
多量(高濃度)の物質(成分)が混合(溶解)してお
り、高いBOD(生物化学的酸素要求量)濃度を示す。
従って、環境規制の点から安水をそのまま放流すること
ができず、安水のBOD濃度を低減する安水処理が必要
である。
2. Description of the Related Art Generally, in a room furnace type coke oven for producing coke by dry-coiling coal, an annoying water is produced when the produced gas (coke oven gas) is cooled. In this cheap water,
A large amount (high concentration) of substances (components) are mixed (dissolved) and exhibit a high BOD (biochemical oxygen demand) concentration.
Therefore, from the viewpoint of environmental regulations, it is not possible to discharge the safe water as it is, and it is necessary to treat the safe water to reduce the BOD concentration of the safe water.

【0003】従来の安水処理方法を、図4を参照して説
明する。図4は、安水の処理方法を示すフロー図であ
り、安水スチル処理水の代表的な2種類の処理方法を同
時に示している。安水2は安水スチル1に供給され、こ
こでスチーム3によって加熱され、安水2に溶存するア
ンモニアなどのガス成分4が除去され、安水スチル処理
水5となって安水スチル1から排出される。
A conventional method for treating ammonium hydroxide will be described with reference to FIG. FIG. 4 is a flow chart showing a method for treating cheap water, and simultaneously shows two typical types of treating methods for treating cheap still water. The low-water 2 is supplied to the low-water still 1, where it is heated by the steam 3 to remove gas components 4 such as ammonia dissolved in the low-water 2 and become low-water still-treated water 5 from the low-water still 1. Is discharged.

【0004】安水スチル処理水5の処理方法としては、
上述したように、代表的な2種類の処理方法があり、一
つは活性汚泥処理方法であり、もう一つは燃焼処理方法
である。先ず、活性汚泥処理方法を説明する。一般的に
アルカリ性である安水スチル処理水5(通常、pH値=
7.5〜9.5)は中和槽6に送られ、この中和槽6に
おいて、硫酸または塩酸などの無機酸剤(無機酸類)7
が安水スチル処理水5に添加されpH値が約7に調整さ
れた中和水8にされる。この中和水8は希釈水10と共
に曝気槽9に供給され、この曝気槽9では微生物を用い
て中和水8が活性汚泥処理される。活性汚泥処理された
中和水8aは、凝集沈殿池11および活性炭吸着設備1
2を経由して、放流水13として系外へ排出される。
[0004] As a method for treating the treated water 5 of still water still,
As described above, there are two typical treatment methods, one is the activated sludge treatment method and the other is the combustion treatment method. First, a method for treating activated sludge will be described. Ammonia still-treated water 5 which is generally alkaline (usually pH value =
7.5-9.5) is sent to the neutralization tank 6, and in this neutralization tank 6, an inorganic acid agent (inorganic acid) 7 such as sulfuric acid or hydrochloric acid is added.
Is added to the ammonium hydroxide still-treated water 5 to make the neutralized water 8 whose pH value is adjusted to about 7. The neutralized water 8 is supplied to the aeration tank 9 together with the diluting water 10, and in the aeration tank 9, the neutralized water 8 is treated with activated sludge using microorganisms. The neutralized water 8a that has been treated with activated sludge is used in the coagulation sedimentation tank 11 and the activated carbon adsorption facility 1
It is discharged to the outside of the system as discharged water 13 via 2

【0005】次に、燃焼処理方法を説明する。安水スチ
ル処理水5は濃縮塔20に送られ、ここで、水蒸気など
の加熱媒体21によって安水スチル処理水5が濃縮さ
れ、蒸発水22と濃縮水23にされる。濃縮水23は燃
焼設備24に送られ燃焼処理される。
Next, the combustion treatment method will be described. The low-water still-treated water 5 is sent to the concentrating tower 20, where the low-water still-treated water 5 is concentrated by a heating medium 21 such as steam to be evaporated water 22 and concentrated water 23. The concentrated water 23 is sent to the combustion facility 24 and burned.

【0006】[0006]

【発明が解決しようとする課題】上記のような方法によ
り、安水は処理されるが、一般に竪型連続式成形コーク
ス炉の操業で発生する安水中の溶存成分の濃度は、従来
の室炉式コークス炉からのそれに比べ高い傾向を示し、
活性汚泥処理で用いる微生物に対する毒性が高い。従っ
て、微生物の死滅を防止するために曝気槽9における中
和水8の希釈倍率は、従来の室炉式コークス炉で発生す
る安水の場合よりも2〜3倍高くする必要があり、その
分多量の中和水8aが生成され、曝気槽9以降の処理設
備の大型化が強いられ、設備建設費及びランニング費が
増大し処理コストが高くなるという問題がある。一方、
燃焼処理方法には、水分蒸発用の加熱用エネルギーの消
費が大きいため安水の処理コスト(運転コスト)が高い
という問題がある。
The ammonium hydroxide is treated by the above method, but the concentration of dissolved components in the ammonium hydroxide generated during the operation of the vertical continuous forming coke oven is generally the same as that of the conventional chamber furnace. Shows a higher tendency than that from the type coke oven,
Highly toxic to microorganisms used in activated sludge treatment. Therefore, in order to prevent the killing of microorganisms, the dilution ratio of the neutralized water 8 in the aeration tank 9 needs to be 2-3 times higher than that in the case of the low water generated in the conventional chamber-type coke oven. There is a problem that a large amount of neutralized water 8a is generated, the size of the treatment equipment after the aeration tank 9 is forced to increase, the equipment construction cost and the running cost increase, and the treatment cost increases. on the other hand,
The combustion treatment method has a problem that the treatment cost (operating cost) of cheap water is high because the consumption of heating energy for evaporation of water is large.

【0007】本発明は、上記事情に鑑み、処理コストを
低減できる安水処理方法を提供することを目的とする。
In view of the above circumstances, it is an object of the present invention to provide a low water treatment method capable of reducing the treatment cost.

【0008】[0008]

【課題を解決するための手段】上記目的を達成するため
の本発明の安水処理方法は、コークス炉から排出された
発生ガスを冷却する際に発生した安水を処理する安水処
理方法において、 (1)前記安水を脱ガスして安水スチル処理水にし、該
安水スチル処理水を酸性にして酸性水にし、該酸性水を
濾過して濾過水と濾過ケークとに分離し、該濾過水を中
和して中和水にし、該中和水を活性汚泥処理する工程 (2)前記濾過ケークを焼却する工程 を含むことを特徴とするものである。
[Means for Solving the Problems] A method for treating ammonium hydroxide of the present invention for achieving the above object is a method for treating ammonium hydroxide generated when a gas discharged from a coke oven is cooled. (1) degassing the ammonium hydroxide water to make ammonium hydroxide still water, acidifying the ammonium hydroxide still water to acidic water, filtering the acidic water to separate into filtered water and filter cake, The method is characterized by including a step of neutralizing the filtered water into neutralized water and treating the neutralized water with activated sludge. (2) Incineration of the filtered cake.

【0009】[0009]

【作用】本発明者らは、上記目的を達成するために種々
の実験・研究を行った結果、下記の(a)〜(c)を見
い出した。 (a)安水中に懸濁しているゲル状の高分子物質は毒性
物質であり、そのゲル状の高分子物質は濾過処理により
濾過ケーク(沈殿物)に含有させて分離、除去できる (b)濾過ケークの主成分は殆どゲル状の高分子物質で
ある (c)後述する図2に示すように、濾過水(安水)のp
H値が大きくなり酸性になるほど、濾過処理による濾過
ケーク(沈殿物)の除去率が増大する 従って、本発明の安水処理方法によれば、安水スチル処
理水を酸性水にし、この酸性水を濾過水と濾過ケークと
に分離し、濾過水を中和水にした後、曝気処理するの
で、微生物に対して毒性の高い物質(主にゲル状の高分
子物質)が濾過ケークとして分離される。このため、濾
過水の毒性が相対的に低減され、濾過水を希釈して中和
水にするに当って、海水などによる濾過水の希釈倍率を
従来よりも少なくでき設備の小型化を図ることができ
る。また、濾過ケークは燃焼処理などの一般的な方法で
処理できる。このため、安水の処理コストを低減でき
る。
The present inventors have found the following (a) to (c) as a result of various experiments and studies for achieving the above object. (A) The gel-like polymer substance suspended in ammonium hydroxide is a toxic substance, and the gel-like polymer substance can be contained and separated in a filter cake (precipitate) by a filtration treatment. (B) The main component of the filter cake is a gel-like polymer substance. (C) As shown in FIG.
As the H value increases and becomes more acidic, the removal rate of the filter cake (precipitate) by the filtration treatment increases. Therefore, according to the method for treating ammonium hydroxide of the present invention, the ammonium hydroxide treated water is converted to acidic water. Is separated into filtered water and filter cake, and the filtered water is neutralized and then aerated, so substances that are highly toxic to microorganisms (mainly gel-like polymer substances) are separated as filter cake. It Therefore, the toxicity of the filtered water is relatively reduced, and when diluting the filtered water into neutralized water, the dilution ratio of the filtered water with seawater etc. can be made smaller than before and the equipment can be downsized. You can Further, the filter cake can be treated by a general method such as combustion treatment. Therefore, the processing cost of the cheap water can be reduced.

【0010】[0010]

【実施例】以下、図面を参照して本発明の安水処理方法
の一実施例を説明する。図1は、安水処理方法を示すフ
ロー図であり、図4のフロー図と同じ要素は同じ符号で
示す。安水スチル1から排出された安水スチル処理水5
は、酸性槽17に送られる。この酸性槽17では、安水
スチル処理水5に硫酸などの無機酸類7が添加され、安
水スチル処理水5は、pH値が約3〜5の酸性域に調整
された酸性水19にされる。酸性水19は濾過機14に
送られ、ここでは、酸性水19が濾過水15と濾過ケー
ク16とに分離され、濾過水15は中和槽6に送られ
る。中和槽6では、濾過水15に苛性ソーダなどの無機
塩基類18が添加され、濾過水15は、pH値が約7に
調整された中和水30にされる。中和水30は希釈水1
0と共に曝気槽9に送られ、曝気槽9において微生物を
用いて活性汚泥処理される。活性汚泥処理された中和水
30aは、凝集沈殿池11および活性短吸着設備12を
経由して放流水13として系外へ排出される。一方、濾
過ケーク16は燃焼設備24に送られて燃焼処理され
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the ammonium hydroxide treatment method of the present invention will be described below with reference to the drawings. FIG. 1 is a flow chart showing a method of treating ammonium hydroxide, and the same elements as those in the flow chart of FIG. 4 are designated by the same reference numerals. Still water treated water discharged from still water still 1 5
Is sent to the acid tank 17. In this acidic tank 17, inorganic acids 7 such as sulfuric acid are added to the ammonium hydroxide still water 5, and the ammonium hydroxide still water 5 is made into acidic water 19 whose pH value is adjusted to an acidic range of about 3 to 5. It The acidic water 19 is sent to the filter 14, where the acidic water 19 is separated into the filtered water 15 and the filter cake 16, and the filtered water 15 is sent to the neutralization tank 6. In the neutralization tank 6, the inorganic bases 18 such as caustic soda are added to the filtered water 15, and the filtered water 15 is made into the neutralized water 30 whose pH value is adjusted to about 7. Neutralization water 30 is dilution water 1
0 is sent to the aeration tank 9 and is treated with activated sludge in the aeration tank 9 using microorganisms. The activated sludge-treated neutralized water 30a is discharged out of the system as discharged water 13 via the coagulating sedimentation tank 11 and the activated short adsorption facility 12. On the other hand, the filter cake 16 is sent to the combustion equipment 24 and burned.

【0011】図2に、濾過機に供給される酸性水のpH
値と濾過ケーク除去率との関係を示す。図2に示すよう
に、濾過機14に供給される酸性水19のpH値が低い
ほど、濾過ケーク(ゲル状高分子物質)の除去効率が向
上する。ところが、酸性水19のpH値が低いほど濾過
水15のpH値も低くなり、中和槽6で濾過水のpH値
を約7に戻して中和させるために経済的には不利とな
る。従って、酸性槽17においては、安水の性状に応じ
て最も経済的なpH値を検討して決定することが得策で
ある。酸性水19のpH値を約5〜7にした場合、濾過
ケークの除去効率が低く濾過水には多量の毒性物質が含
有されていると考えられるので中和槽6における希釈倍
率をさほど低下させることができない。
FIG. 2 shows the pH of the acidic water supplied to the filter.
The relationship between the value and the filter cake removal rate is shown. As shown in FIG. 2, as the pH value of the acidic water 19 supplied to the filter 14 is lower, the removal efficiency of the filter cake (gelled polymer substance) is improved. However, the lower the pH value of the acidic water 19 is, the lower the pH value of the filtered water 15 is, which is economically disadvantageous because the pH value of the filtered water is returned to about 7 for neutralization in the neutralization tank 6. Therefore, in the acidic tank 17, it is a good idea to study and determine the most economical pH value according to the property of the cheap water. When the pH value of the acidic water 19 is set to about 5 to 7, the removal efficiency of the filter cake is low and it is considered that a large amount of toxic substances are contained in the filtered water, so the dilution ratio in the neutralization tank 6 is lowered so much. I can't.

【0012】上記の安水処理方法と従来の安水処理方法
とにより安水を処理した実験結果を比較して表1及び図
3に示す。図3の曲線の数字は表1の運転Noを示す。
Table 1 and FIG. 3 show a comparison of the experimental results of treating the ammonium hydroxide by the above-mentioned ammonium hydroxide treatment method and the conventional ammonium hydroxide treatment method. The numbers on the curves in FIG. 3 indicate the operation numbers in Table 1.

【0013】[0013]

【表1】 [Table 1]

【0014】この実験では、安水スチル、および曝気槽
などの運転は、全て同じ条件で実施した。従来法のうち
6倍の希釈倍率とした実験(運転No5)では、運転直
後からBODが上昇し処理能力の低下が認められた。ま
た、12倍に希釈倍率を増加させた実験(運転No6)
ではまずまずの結果であるが、希釈倍率が12倍と高い
ため、上述のように、経済的には不利である。実施例で
は、3倍の希釈倍率でも良好な結果が得られた。
In this experiment, the operations of the ammonium hydroxide still and the aeration tank were all performed under the same conditions. In an experiment (run No. 5) in which the dilution ratio was 6 times that of the conventional method, BOD increased immediately after the operation and a decrease in the treatment capacity was observed. Also, an experiment in which the dilution ratio was increased to 12 times (operation No. 6)
Then, although it is a reasonable result, since the dilution ratio is as high as 12 times, it is economically disadvantageous as described above. In the example, good results were obtained even at a dilution ratio of 3 times.

【0015】[0015]

【発明の効果】上述したように本発明の安水処理方法に
よれば、安水スチル処理水を酸性域において濾過処理
し、その後に中和処理し曝気処理することにしたので、
濾過水の毒性が相対的に低減され中和の際の希釈倍率を
従来よりも低減させることができるようになり、設備の
小型化と、運転コストの低減が可能となり安水処理コス
トを低減できる。
As described above, according to the ammonium hydroxide treatment method of the present invention, it is decided to filter ammonium hydroxide treated water in an acidic region, and then neutralize and aerate.
The toxicity of filtered water is relatively reduced, and the dilution ratio at the time of neutralization can be reduced as compared with the conventional method, and the equipment can be downsized and the operating cost can be reduced, and the cheap water treatment cost can be reduced. .

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

【図1】本発明の一実施例の安水処理方法を示すフロー
図である。
FIG. 1 is a flow chart showing a method for treating ammonium hydroxide according to one embodiment of the present invention.

【図2】濾過機に供給される酸性水のpH値と濾過ケー
ク除去率との関係を示すグラフである。
FIG. 2 is a graph showing the relationship between the pH value of acidic water supplied to a filter and the filter cake removal rate.

【図3】1時間の放流水のBOD濃度変化を示すグラフ
である。
FIG. 3 is a graph showing changes in BOD concentration of discharged water for 1 hour.

【図4】従来の安水処理方法を示すフロー図である。FIG. 4 is a flow chart showing a conventional method for treating ammonium hydroxide.

【符号の説明】[Explanation of symbols]

1 安水スチル 2 安水 3 スチーム 4 ガス成分 5 安水スチル処理水 6 中和槽 8 中和水 9 曝気槽 14 濾過機 15 濾過水 16 濾過ケーク 17 酸性槽 19 酸性水 24 燃焼設備 1 Stunning water still 2 Stunning water 3 Steam 4 Gas component 5 Stabilized still water 6 Neutralizing tank 8 Neutralizing water 9 Aeration tank 14 Filtering machine 15 Filtered water 16 Filter cake 17 Acidic tank 19 Acidic water 24 Combustion equipment

───────────────────────────────────────────────────── 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 9/00 503 C02F 9/00 503C 1/20 1/20 B 3/12 3/12 V (72)発明者 高橋 裕 千葉県千葉市中央区川崎町1番地 川崎製 鉄株式会社千葉製鉄所内 (72)発明者 小沢 達也 千葉県千葉市中央区川崎町1番地 川崎製 鉄株式会社千葉製鉄所内 (72)発明者 相原 恒雄 千葉県千葉市中央区川崎町1番地 川崎製 鉄株式会社千葉製鉄所内─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display location C02F 9/00 503 C02F 9/00 503C 1/20 1/20 B 3/12 3/12 V ( 72) Inventor Yu Takahashi, 1 Kawasaki-cho, Chuo-ku, Chiba, Chiba Prefecture Inside Kawasaki Steel Co., Ltd. (72) Inventor Tatsuya Ozawa, 1 Kawasaki-cho, Chuo-ku, Chiba City Chiba Steel Co., Ltd. ( 72) Inventor Tsuneo Aihara, 1 Kawasaki-cho, Chuo-ku, Chiba-shi, Chiba Kawasaki Steel Co., Ltd. Chiba Works

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コークス炉から排出された発生ガスを冷
却する際に発生した安水を処理する安水処理方法におい
て、 前記安水を脱ガスして安水スチル処理水にし、該安水ス
チル処理水を酸性にして酸性水にし、該酸性水を濾過し
て濾過水と濾過ケークとに分離し、該濾過水を中和して
中和水にし、該中和水を活性汚泥処理する工程と、 前記濾過ケークを焼却する工程とを含むことを特徴とす
る安水処理方法。
1. A method for treating low water produced when cooling the generated gas discharged from a coke oven, wherein the low water is degassed to produce low water still water, and the low water still is used. A step of treating the treated water to be acidic water, filtering the acidic water to separate into filtered water and a filter cake, neutralizing the filtered water to neutralized water, and treating the neutralized water with activated sludge And a step of incinerating the filter cake.
JP7271523A 1995-10-19 1995-10-19 Ammoniacal liquid treatment Withdrawn JPH09108698A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7271523A JPH09108698A (en) 1995-10-19 1995-10-19 Ammoniacal liquid treatment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7271523A JPH09108698A (en) 1995-10-19 1995-10-19 Ammoniacal liquid treatment

Publications (1)

Publication Number Publication Date
JPH09108698A true JPH09108698A (en) 1997-04-28

Family

ID=17501259

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7271523A Withdrawn JPH09108698A (en) 1995-10-19 1995-10-19 Ammoniacal liquid treatment

Country Status (1)

Country Link
JP (1) JPH09108698A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100510831B1 (en) * 2001-12-22 2005-08-30 주식회사 포스코 A Treatment Method For Ammonia Liquor And A Purification Method of COG By Using The Treated Ammonia Liquor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100510831B1 (en) * 2001-12-22 2005-08-30 주식회사 포스코 A Treatment Method For Ammonia Liquor And A Purification Method of COG By Using The Treated Ammonia Liquor

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