JPH0445237B2 - - Google Patents

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Publication number
JPH0445237B2
JPH0445237B2 JP62332475A JP33247587A JPH0445237B2 JP H0445237 B2 JPH0445237 B2 JP H0445237B2 JP 62332475 A JP62332475 A JP 62332475A JP 33247587 A JP33247587 A JP 33247587A JP H0445237 B2 JPH0445237 B2 JP H0445237B2
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JP
Japan
Prior art keywords
wastewater
mercury
coagulation
liquid
added
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
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JP62332475A
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Japanese (ja)
Other versions
JPH01176493A (en
Inventor
Zensuke Inoe
Isao Fukunaga
Toshiharu Nishii
Takashi Myaoki
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Osaka City Government
Original Assignee
Osaka City Government
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Filing date
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Priority to JP33247587A priority Critical patent/JPH01176493A/en
Publication of JPH01176493A publication Critical patent/JPH01176493A/en
Publication of JPH0445237B2 publication Critical patent/JPH0445237B2/ja
Granted legal-status Critical Current

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  • Removal Of Specific Substances (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、ごみ焼却工場排水の処理方法に関す
る。 従来の技術及びその問題点 従来、ごみ焼却工場では、ごみを焼却すること
によつて発生する排煙中に含まれる水銀等の重金
属は、次のような方法により処理されてきた。即
ち、排煙中に含まれる重金属は、まずスクラバー
で水洗することにより水中に捕捉され(このよう
にして発生する排水を「洗煙排水」という)、清
浄になつた排ガスは大気中に放出される。一方、
重金属を含んだ洗煙排水には、液体キレート剤
(重金属捕集剤)及び塩化鉄が添加され、苛性ソ
ーダでPH7付近に中和された後、更に高分子凝縮
剤が添加されて凝集沈殿処理され(ここで水銀以
外の重金属は排出基準以下となる)、次いで砂
過後、上記凝集沈殿処理では充分に凝集沈殿しな
かつた水銀はキレート樹脂により排出基準を満た
す低濃度にまで除去され、その後、無害化された
排水は下水道又は公共水域へ放流されてきた。特
開昭60−68094号公報に、都市ごみ焼却炉の湿式
ガス洗浄排水に、重金属固定剤及び硫酸バンド等
のアルミニウム化合物を添加し攪拌混合すると共
に、PH調整剤を添加してPHを中性付近に調整し、
次いで高分子助剤を添加し攪拌混合した後、固液
分離を行なつて排水中の水銀とフツ素を除去する
技術が開示されている。該公報によれば、上記方
法により水銀を排出基準以下に除去することが可
能であるとされている。しかしながら、本発明者
が上記公報に記載の方法を追試したところ、水銀
を排出基準以下のレベルまで除去できる場合はあ
るものの、水銀を排出基準以下のレベルにまで除
去できない場合の方が多く、後者の場合には上記
したように残存する水銀を更にキレート樹脂によ
り排出基準を満たす低濃度にまで除去する必要が
あり、従つて上記公報の方法は到底実用できる技
術ではないことが判明した(後記比較例参照)。 その一方において、ごみの焼却で生じる焼却灰
の冷却には、別途清浄な工業用水が用いられ(こ
のようにして発生した排水を「灰汚水」という)、
その後この灰汚水は装置・床洗浄排水等と混合さ
れ、この混合液(プラント排水)が上記と同様に
凝集沈殿処理され、無害化されて、下水道又は公
共水域へ放流されているのが現状である。 しかしながら、斯かる従来の方法では、水銀の
除去に用いれられるキレート樹脂が高価であり、
しかもこのキレート樹脂の表面は、水銀捕捉性能
低下をもたらす懸濁物質やコロイド物質等で汚染
されたり、黴等の微生物が繁殖し易く、該樹脂の
維持管理が困難になるという欠点がある。更にこ
の方法では、焼却灰の冷却等に多量の工業用水を
必要としている。そこで、ごみ焼却工場の排水処
理の簡素化、処理費の削減、工業用水費の軽減等
が要望されているが、未だその有効な解決方法が
見い出されていない。 問題点を解決するための手段 本発明者は、上記要望に合致するごみ焼却工場
の排水処理方法を開発すべく鋭意研究を重ねてき
た。その結果、洗煙排水を凝集沈殿処理した後の
上澄液を灰汚水や装置・床洗浄排水と混合すれ
ば、上澄液中に残存している水銀等の重金属は、
灰汚水中の焼却灰や装置・床洗浄排水中の懸濁粒
子に吸着され、そしてこれを再度無機凝集剤を用
いて凝集沈殿処理すれば、上記上澄液中に残存し
ていた微量の水銀をも上記上澄液から排出基準を
満たす低濃度にまで除去できるという、当業者に
とり予期し得ない驚くべき効果が発現され得るこ
とを見い出した。本発明は、斯かる知見に基づい
て完成されたものである。 即ち、本発明は、液体キレート剤、無機凝集剤
及び高分子凝集剤によりごみ焼却工場の洗煙排水
を凝集沈殿処理した後、この上澄液に灰汚水や装
置・床洗浄排水を混合し、該混合物を無機凝集剤
及び高分子凝集剤により再度凝集沈殿処理するこ
とを特徴とするごみ焼却工場排水の処理方法、並
びに液体キレート剤、無機凝集剤及び高分子凝集
剤によりごみ焼却工場の洗煙排水を凝集沈殿処理
した後、この上澄液を焼却灰の冷却用水として使
用し、次いでこの使用済み液を無機凝集剤及び高
分子凝集剤により再度凝集沈殿処理することを特
徴とするごみ焼却工場排水の処理方法に係る。 本発明の方法を第1図に基づき以下に説明す
る。第1図は、本発明方法の一実施態様を示すフ
ローチヤートである。 本発明で処理対象となるごみ焼却工場の洗煙排
水は、重金属を含有するものである。重金属とし
ては、例えば水銀、マンガン、カドミウム、クロ
ム、鉛、亜鉛、銅、ニツケル、鉄等が挙げられ
る。 まず上記洗煙排水を第1調整槽を経て第1反応
槽に導き、ここで液体キレート剤、無機凝集剤及
び高分子凝集剤を添加し、次に該排水を第1次凝
集沈殿槽に導き、ここで第1次凝集沈殿処理す
る。用いられる液体キレート剤としては、従来公
知のものを広く使用でき、例えばスミキレート
HM6000〔住友化学社製〕、エポフロツクL−1,
L−2,L−3〔いずれもミヨシ油脂社製〕、ユニ
チカUML5000〔ユニチカ社製〕、ALM−648〔日本
曹達社製〕等を挙げることができる。無機凝集剤
としては、従来公知のものを広く使用でき、例え
ば塩化第1鉄、塩化第2鉄、硫酸第2鉄、ポリ塩
化アルミニウム、硫酸アルミニウム等を挙げるこ
とができる。また高分子凝集剤としても、従来公
知のものを広く使用でき、例えばコーナンフロツ
ク#2000〔興南化学工業社製〕、ハイモロツクL−
113〔協和有機社製〕、アロンN−100〔東亜有機合
成社製〕、クリタEDPフロツク101〔栗田工業社
製〕等が挙げられる。洗煙排水に添加すべき液体
キレート剤の量としては、特に制限がなく広い範
囲内から適宜選択し得るが、通常排水1に対し
て2〜50mg程度、好ましくは10〜20mg程度とする
のがよい。洗煙排水に添加すべき無機凝集剤の量
としては、特に制限がなく広い範囲内から適宜選
択し得るが、通常排水1に対して50〜2000mg程
度、好ましくは100〜200mg程度とするのがよい。
また洗煙排水に添加すべき高分子凝集剤の量とし
ては、特に制限がなく広い範囲内から適宜選択し
得るが、通常排水1に対して1〜10mg程度、好
ましくは2〜4mg程度とするのがよい。液体キレ
ート剤、無機凝集剤及び高分子凝集剤の添加量が
上記範囲より少ないと、目的の重金属除去効果が
得られないという難点が生ずる傾向となり、一方
逆に上記範囲より多くなつても、排水中の重金属
の除去効果はそれ程向上せず、経済的に好ましく
ない。 洗煙排水の第1次凝集沈殿処理は、常法に従い
行なうことができ、この凝集沈殿処理により、上
澄液と汚泥とに分離される。ここで分離される汚
泥は、後に行なわれる第2次凝集沈殿処理で得ら
れる汚泥と共に、埋立てに供される。一方、上澄
液は、プラント排水貯槽に送られる。 尚、本発明では、第1次凝集沈殿処理により、
上澄液中の水銀含有量を一定量以下、例えば0.05
mg/以下に減じておくのが好ましい。上澄液中
に含まれている水銀量が多すぎると、後に行なわ
れる第2次凝集沈殿処理によつても、水銀含有量
を排出基準以下のレベルにまで減少させることが
困難になる傾向となる。 プラント排水貯槽に送られた上澄液は、ここで
灰汚水及び/又は装置・床洗浄排水と混合され
る。灰汚水や装置/床洗浄排水としては、従来公
知のものをそのまま使用できる。上澄液と灰汚水
及び・又は装置・床洗浄排水との混合割合として
は、特に限定されるものではないが、通常前者に
対して後者を0.5〜4倍程度、好ましくは1〜2
倍程度の割合で混合するのがよい。 プラント排水貯槽の混合液は、次いで第2調整
槽を経て第2反応槽に送られ、ここで無機凝集剤
及び高分子凝集剤が添加された後、第2次凝集沈
殿槽に導かれ、第2次凝集沈殿処理される。無機
凝集剤及び高分子凝集剤としては、上記第1次凝
集沈殿処理に用いられる無機凝集剤及び高分子凝
集剤をいずれも使用することができる。無機凝集
剤の使用量は、特に制限がなく広い範囲内から適
宜選択し得るが、通常処理すべき混合液1に対
して100〜4000mg程度、好ましくは100〜300mg程
度とするのがよく、また高分子凝集剤の使用量
も、特に制限がなく広い範囲内から適宜選択し得
るが、通常処理すべき混合液1に対して1〜10
mg程度、好ましくは2〜4mg程度とするのがよ
い。無機凝集剤及び高分子凝集剤の添加量が上記
範囲より少ないと、水銀除去の効果が得られない
という難点が生ずる傾向となり、一方逆に上記範
囲より多くなつても、混合液中の水銀の除去効果
はそれ程向上せず、経済的に好ましくない。 斯かる第2次凝集沈殿処理も、常法に従い行な
うことができ、この凝集沈殿処理により、上澄水
と汚泥とに分離される。ここで分離される汚泥
は、上記したように埋立てに供され、一方、上澄
水は、中和槽で中和処理され、無害化されて下水
道に放流される。上澄水の中和処理も、従来公知
の方法に従い行ない得る。 本発明の好ましい他の実施態様によれば、上述
した第1次凝集沈殿処理で得られる上澄液を焼却
灰の冷却用水として使用した後、これをプラント
排水貯槽に送り、更に第2調整槽に送り、ここで
上記と同様にして第2次凝集沈殿処理を行なう
(第2図参照)。この実施態様によれば、洗煙排水
中に含まれている重金属を排出基準以下のレベル
にまで減少させることができると共に、焼却灰の
冷却に用いる工業用水量を大きく削減でき、従つ
てごみ焼却に要する費用をより一層軽減できる。 発明の効果 本発明の方法によれば、従来法のごとく高価な
キレート樹脂を使用しなくても有害な水銀等の重
金属を排出基準値以下のレベルにまで減少させる
ことができる。また本発明の方法では、第1次凝
集沈殿処理で得られる上澄液を焼却灰の冷却用水
として使用することもできるので、工業用水費の
軽減を図ることができる。従つて、本発明の方法
では、排水処理の簡素化、処理費の削減、工業用
水費の軽減等が可能となり、ごみ焼却工場排水の
処理を工業的規模で行なうことができる。 実施例 以下に実施例を掲げて本発明をより一層明らか
にする。 実施例 1 ごみ焼却工場の洗煙排水1(水銀を3.4mg/
の濃度で含有)をビーカーに取り、ここにスミ
キレート6000H(液体キレート剤、住友化学社製)
10mg及び塩化第2鉄300mgを添加し、20%苛性ソ
ーダ溶液でPH7まで中和した後、高分子凝集剤
(コーナンフロツク#2000)を2mg/添加し、
急速攪拌5分、緩速攪拌10分を経た後、静置沈殿
させ、沈殿汚泥と上澄液とに分離した。この上澄
液中の各種重金属の濃度及び除去率は以下の通り
である。
INDUSTRIAL APPLICATION FIELD The present invention relates to a method for treating wastewater from a waste incineration plant. Conventional techniques and their problems Conventionally, in garbage incineration plants, heavy metals such as mercury contained in the flue gas generated by incinerating garbage have been treated by the following methods. In other words, the heavy metals contained in flue gas are first captured in water by washing with water using a scrubber (the wastewater generated in this way is called "smoke washing wastewater"), and the purified flue gas is released into the atmosphere. Ru. on the other hand,
A liquid chelating agent (heavy metal scavenger) and iron chloride are added to the smoke washing wastewater containing heavy metals, which is neutralized to around 7 with caustic soda, and then a polymer condensing agent is added to undergo coagulation and sedimentation treatment. (Heavy metals other than mercury are below the emission standards.) Next, after sand filtering, the mercury that was not sufficiently coagulated and precipitated in the above coagulation-sedimentation treatment is removed by a chelate resin to a low concentration that meets the emission standards, and then becomes harmless. The converted wastewater has been discharged into sewers or public water bodies. JP-A No. 60-68094 discloses that a heavy metal fixing agent and an aluminum compound such as aluminum sulfate are added to wet gas cleaning wastewater from a municipal waste incinerator and mixed with stirring, and a pH adjuster is added to neutralize the pH. Adjust to near
A technique has been disclosed in which a polymeric auxiliary agent is then added, stirred and mixed, and then solid-liquid separation is performed to remove mercury and fluorine from the wastewater. According to this publication, it is possible to remove mercury to below the emission standard by the above method. However, when the inventor tried the method described in the above-mentioned publication, it was found that although there were cases where mercury could be removed to a level below the emission standard, there were more cases where mercury could not be removed to a level below the emission standard. In this case, as mentioned above, it is necessary to further remove the remaining mercury using a chelate resin to a low concentration that meets the emission standards, and it was therefore found that the method described in the above publication was not a practical technology at all (see comparison below). (see example). On the other hand, separate clean industrial water is used to cool the incinerated ash produced during garbage incineration (the wastewater generated in this way is called "ash sewage").
This ash wastewater is then mixed with equipment/floor cleaning wastewater, etc., and this mixed liquid (plant wastewater) is treated with coagulation and sedimentation in the same manner as above, rendered harmless, and currently discharged into sewers or public water bodies. be. However, in such conventional methods, the chelate resin used to remove mercury is expensive;
Moreover, the surface of this chelate resin is contaminated with suspended matter, colloidal substances, etc. that cause a decrease in mercury trapping performance, and microorganisms such as mold are likely to grow, making maintenance of the resin difficult. Furthermore, this method requires a large amount of industrial water for purposes such as cooling the incinerated ash. Therefore, there are demands for simplifying the treatment of wastewater from waste incineration plants, reducing treatment costs, and reducing industrial water costs, but no effective solution has yet been found. Means for Solving the Problems The present inventor has conducted extensive research in order to develop a wastewater treatment method for waste incineration plants that meets the above requirements. As a result, heavy metals such as mercury remaining in the supernatant liquid can be removed by mixing the supernatant liquid after coagulation-sedimentation treatment of smoke washing wastewater with ash wastewater and equipment/floor cleaning wastewater.
It is adsorbed by incinerated ash in ash wastewater and suspended particles in equipment/floor cleaning wastewater, and if this is coagulated and precipitated again using an inorganic flocculant, trace amounts of mercury remaining in the supernatant liquid can be removed. It has been found that a surprising effect that could not have been anticipated by those skilled in the art can be achieved, in that even the above-mentioned supernatant can be removed to a low concentration that satisfies the discharge standards. The present invention was completed based on this knowledge. That is, the present invention subjects wastewater from waste incineration plants to coagulation-sedimentation using a liquid chelating agent, an inorganic coagulant, and a polymeric coagulant, and then mixes ash wastewater and equipment/floor cleaning wastewater with this supernatant liquid, A method for treating waste incineration plant wastewater, characterized in that the mixture is coagulated and precipitated again using an inorganic coagulant and a polymer coagulant, and a method for cleaning waste incineration plants using a liquid chelating agent, an inorganic coagulant and a polymer coagulant. A waste incineration plant characterized in that after coagulating and precipitating wastewater, this supernatant liquid is used as cooling water for incinerated ash, and then this used liquid is subjected to coagulating and precipitating treatment again using an inorganic coagulant and a polymer coagulant. Concerning wastewater treatment methods. The method of the invention will be explained below with reference to FIG. FIG. 1 is a flowchart showing one embodiment of the method of the present invention. Smoke washing wastewater from a waste incineration plant, which is the object of treatment in the present invention, contains heavy metals. Examples of heavy metals include mercury, manganese, cadmium, chromium, lead, zinc, copper, nickel, and iron. First, the smoke washing wastewater is led to the first reaction tank through the first adjustment tank, where a liquid chelating agent, an inorganic flocculant, and a polymer flocculant are added, and then the wastewater is led to the first coagulation sedimentation tank. , where the first coagulation and precipitation treatment is performed. As the liquid chelating agent used, a wide variety of conventionally known ones can be used, such as Sumichelate.
HM6000 [manufactured by Sumitomo Chemical], Epofrock L-1,
Examples include L-2 and L-3 (both manufactured by Miyoshi Oil Co., Ltd.), Unitika UML5000 (manufactured by Unitika Co., Ltd.), and ALM-648 (manufactured by Nippon Soda Co., Ltd.). As the inorganic flocculant, a wide variety of conventionally known flocculants can be used, such as ferrous chloride, ferric chloride, ferric sulfate, polyaluminum chloride, aluminum sulfate, and the like. Furthermore, as a polymer flocculant, a wide range of conventionally known ones can be used, such as Konan Floc #2000 (manufactured by Konan Kagaku Kogyo Co., Ltd.), Himoroc L-
113 [manufactured by Kyowa Organic Co., Ltd.], Aron N-100 [manufactured by Toa Organic Gosei Co., Ltd.], and Kurita EDP Flock 101 [manufactured by Kurita Industries, Ltd.]. The amount of liquid chelating agent to be added to the smoke washing waste water is not particularly limited and can be appropriately selected from a wide range, but it is usually about 2 to 50 mg, preferably about 10 to 20 mg, per 1 part of the waste water. good. The amount of inorganic flocculant to be added to the smoke washing wastewater is not particularly limited and can be appropriately selected from a wide range, but it is usually about 50 to 2000 mg, preferably about 100 to 200 mg per 1 part of the waste water. good.
The amount of polymer flocculant to be added to the smoke washing waste water is not particularly limited and can be appropriately selected from a wide range, but it is usually about 1 to 10 mg, preferably about 2 to 4 mg, per 1 part of the waste water. It is better. If the amount of the liquid chelating agent, inorganic flocculant, or polymer flocculant added is less than the above range, there is a tendency that the desired heavy metal removal effect cannot be obtained. The effect of removing heavy metals in the process does not improve that much, and it is not economically desirable. The first coagulation and sedimentation treatment of the smoke washing wastewater can be carried out according to a conventional method, and by this coagulation and sedimentation treatment, it is separated into a supernatant liquid and sludge. The sludge separated here is sent to landfill together with the sludge obtained in the second coagulation and sedimentation treatment that will be performed later. Meanwhile, the supernatant liquid is sent to the plant wastewater storage tank. In addition, in the present invention, by the first coagulation sedimentation treatment,
Reduce the mercury content in the supernatant to a certain amount, e.g. 0.05
It is preferable to reduce the amount to less than mg/mg. If the amount of mercury contained in the supernatant liquid is too large, it tends to be difficult to reduce the mercury content to a level below the emission standard even with the secondary coagulation and precipitation treatment that is carried out later. Become. The supernatant liquid sent to the plant wastewater storage tank is here mixed with ash wastewater and/or equipment/floor washing wastewater. As ash wastewater and equipment/floor cleaning wastewater, conventionally known ones can be used as they are. The mixing ratio of supernatant liquid and ash wastewater and/or equipment/floor cleaning wastewater is not particularly limited, but the latter is usually about 0.5 to 4 times the former, preferably 1 to 2 times.
It is best to mix at twice the ratio. The mixed liquid in the plant wastewater storage tank is then sent to the second reaction tank via the second adjustment tank, where an inorganic flocculant and a polymer flocculant are added, and then led to the second coagulation and sedimentation tank. Secondary flocculation and precipitation treatment is performed. As the inorganic flocculant and the polymer flocculant, any of the inorganic flocculants and polymer flocculants used in the above-mentioned first coagulation and precipitation treatment can be used. The amount of the inorganic flocculant to be used is not particularly limited and can be appropriately selected within a wide range, but it is usually about 100 to 4000 mg, preferably about 100 to 300 mg, per 1 of the mixed liquid to be treated. The amount of polymer flocculant to be used is not particularly limited and can be appropriately selected from a wide range, but usually 1 to 10
The amount is preferably about 2 to 4 mg. If the amount of the inorganic flocculant and polymer flocculant added is less than the above range, there is a tendency that the mercury removal effect cannot be obtained. The removal effect is not improved that much and it is economically unfavorable. Such secondary flocculation and sedimentation treatment can also be carried out according to a conventional method, and by this coagulation and sedimentation treatment, supernatant water and sludge are separated. The sludge separated here is sent to landfill as described above, while the supernatant water is neutralized in a neutralization tank, rendered harmless, and discharged into the sewer. Neutralization of the supernatant water can also be carried out according to conventionally known methods. According to another preferred embodiment of the present invention, after the supernatant liquid obtained in the first coagulation-sedimentation treatment described above is used as cooling water for incinerated ash, it is sent to a plant wastewater storage tank, and then further to a second adjustment tank. Here, the second flocculation and sedimentation treatment is carried out in the same manner as above (see Figure 2). According to this embodiment, the heavy metals contained in the smoke washing wastewater can be reduced to a level below the emission standard, and the amount of industrial water used for cooling the incineration ash can be greatly reduced. The cost required for this can be further reduced. Effects of the Invention According to the method of the present invention, harmful heavy metals such as mercury can be reduced to a level below the emission standard value without using an expensive chelate resin as in the conventional method. Furthermore, in the method of the present invention, the supernatant liquid obtained in the first coagulation-sedimentation treatment can be used as water for cooling the incinerated ash, so that industrial water costs can be reduced. Therefore, the method of the present invention makes it possible to simplify wastewater treatment, reduce treatment costs, reduce industrial water costs, etc., and allows waste incineration plant wastewater to be treated on an industrial scale. Examples The present invention will be further clarified with reference to Examples below. Example 1 Smoke washing wastewater from a garbage incineration plant 1 (containing 3.4 mg of mercury/
(contained at a concentration of
After adding 10 mg of ferric chloride and 300 mg of ferric chloride and neutralizing it to pH 7 with a 20% caustic soda solution, 2 mg of polymer flocculant (Konan Floc #2000) was added.
After 5 minutes of rapid stirring and 10 minutes of slow stirring, the mixture was left to settle and separated into precipitated sludge and supernatant liquid. The concentrations and removal rates of various heavy metals in this supernatant are as follows.

【表】 この各種重金属の中で水銀濃度は、排水基準以
上であるので、焼却工場より採取したプラント排
水500mlを上記上澄液500mlに添加し、塩化第2鉄
300mg/、高分子凝集剤(コーナンフロツク
#2000)2mg/を加え、10%苛性ソーダ溶液で
PH7に中和し、急速攪拌5分、緩速10分を経た
後、静置沈殿させた。その結果、上澄水中の水銀
濃度は、排出基準0.005mg/以下の0.0005mg/
となつた。 実施例 2 一般廃棄物を1日550トン焼却している焼却工
場では、洗煙排水を1日当り145m3排出し、その
重金属濃度は、水銀が3.0〜3.4mg/、鉛が0.03
〜0.41mg/、カドミウムが0.005〜0.02mg/、
亜鉛が0.01〜3.0mg/、クロムが0.05〜0.82mg/
である。 この洗煙排水を第1調整槽を経て第1反応槽へ
導き、スミキレート6000Hを10mg/及び塩化第
2鉄を300mg/添加し、苛性ソーダ溶液でPH7
まで中和した後、高分子凝集剤(コーナンフロツ
ク#2000)を2mg/添加し、急速攪拌10分、緩
速攪拌25分を経た後、第1次凝集沈殿処理槽へ導
き、上澄液と汚泥とに沈殿分離した。この凝集沈
殿処理により、鉛が0.02未満〜0.07mg/、カド
ミウムが0.002未満〜0.02mg/、亜鉛が0.001〜
0.09mg/、クロムが0.01〜0.07mg/と排出基
準を満たす程度まで減少する。水銀は0.0041〜
0.047mg/程度にまで減少するが、尚排出基準
には達していない。 一方、焼却灰冷却排水(灰汚水)は、PH7.85〜
11.69であり、水銀が0.0015〜0.0049mg/、鉛が
12.2〜40.9mg/、カドミウムが0.05〜0.20mg/
、亜鉛が1.5〜20mg/、クロムが0.04〜0.56
mg/、浮遊物質が84〜335mg/の割合で含有
されている。この灰汚水と装置・床洗浄排水とを
合したプラント排水(278m3/日)及び上記で得
られた上澄液を合せて第2調整槽へ送り、更に第
2反応槽で塩化第2鉄300mg/を添加し、苛性
ソーダ溶液でPH10まで中和した後、高分子凝集剤
(コーナンフロツク#2000)を2mg/添加し、
急速攪拌10分、緩速攪拌20分を経た後、第2次凝
集沈殿処理槽へ導き、上澄水と汚泥とに沈殿分離
し、最終中和槽でPH6.5〜7.5に中和した。この処
理により、水銀が0.0005未満〜0.0029mg/(平
均値0.0011mg/)、鉛が0.05〜0.14mg/、カド
ミウムが0.002mg/未満、亜鉛が0.001未満〜
0.09mg/、クロムが0.01未満〜0.04mg/とな
つて、充分排出基準を満たす程度まで減少でき
た。尚、排出基準は、水銀が0.005mg/、鉛が
1mg/、カドミウムが0.1mg/、亜鉛が5
mg/、クロムが2mg/である。 実施例 3 一般廃棄物を1日540トン焼却している焼却工
場では、洗煙排水を1日当り151m3排出し、その
重金属濃度は、水銀が2.8〜5.2mg/、鉛が0.25
〜0.53mg/、カドミウムが0.008〜0.025mg/、
亜鉛が0.020〜3.5mg/、クロムが0.20〜0.83
mg/である。 この洗煙排水を第1調整槽を経て第1反応槽へ
導き、エポフロツクL−2〔液体キレート剤、ミ
ヨシ油脂社製〕を10mg/及び塩化第2鉄を300
mg/添加し、苛性ソーダ溶液でPH7まで中和し
た後、高分子凝集剤(コーナンフロツク#2000)
を2mg/添加し、急速攪拌5分、緩速攪拌10分
を経た後、第1次凝集沈殿処理槽へ導き、上澄液
と汚泥とに沈殿分離した。 上記で得られた上澄液を焼却灰の冷却に使用し
た後、これを第2調整槽へ送り、更に第2反応槽
で塩化第2鉄300mg/を添加し、苛性ソーダ溶
液でPH10まで中和した後、高分子凝集剤(コーナ
ンフロツク#2000)を2mg/添加し、急速攪拌
10分、緩速攪拌20分を経た後、第2次凝集沈殿処
理槽へ導き、上澄水と汚泥とに沈殿分離し、最終
中和槽でPH6.5〜7.5に中和した。この処理によ
り、水銀が0.0005未満〜0.0018mg/、鉛が0.02
未満〜0.13mg/、カドミウムが0.002未満、亜
鉛が0.001mg/未満〜0.05mg/、クロムが0.01
mg/未満〜0.04mg/となつて、充分排出基準
を満たす程度まで減少できた。 実施例 4 ある焼却工場は、一般廃棄物を1日570トン焼
却し、584m3の工業用水を使用している。1日168
m3発生する洗煙排水中には、水銀が0.11〜6.1
mg/、鉛が0.09〜1.49mg/、カドミウムが
0.046〜0.13mg/、亜鉛が0.36〜3.9mg/、ク
ロムが0.12〜4.63mg/である。 この洗煙排水を第1調整槽を経て第1反応槽へ
導き、ALM−648を10mg/及び塩化第2鉄を
300mg/添加し、苛性ソーダ溶液でPH7まで中
和した後、高分子凝集剤(コーナンフロツク
#2000)を2mg/添加し、急速攪拌5分、緩速
攪拌10分を経た後、第1次凝集沈殿処理槽へ導
き、上澄液と汚泥とに沈殿分離した。この凝集沈
殿処理により、鉛が0.02mg/未満、カドミウム
が0.002〜0.057mg/、亜鉛が0.18〜2.54mg/、
クロムが0.15〜3.86mg/と排出基準を満たす程
度まで減少する。水銀は0.0048〜0.053mg/程
度にまで減少するが、尚排出基準には達していな
い。 この上澄液を焼却灰冷却用水として使用した結
果、焼却灰冷却排水(灰汚水)は、PH10.75〜
11.75であり、水銀が0.0050〜0.064mg/、鉛が
15.5〜22.0mg/、カドミウムが0.086〜0.41mg/
、亜鉛が8.68〜17.6mg/、クロムが0.43〜
1.21mg/、浮遊物質が116〜282mg/の割合で
含有されたものとなつている。この灰汚水と装
置・床洗浄排水とを合したプラント排水(340
m3/日)を第2調整槽へ送り、更に第2反応槽で
塩化第2鉄300mg/を添加し、苛性ソーダ溶液
でPH10まで中和した後、高分子凝集剤(コーナン
フロツク#2000)を2mg/添加し、急速攪拌10
分、緩速攪拌20分を経た後、第2次凝集沈殿処理
槽へ導き、上澄水と汚泥とに沈殿分離し、最終中
和槽でPH6.5〜7.5に中和した。この処理により、
水銀が0.0005未満〜0.0034mg/、鉛が0.03〜
0.18mg/、カドミウムが0.002未満〜0.028mg/
、亜鉛が0.024〜0.134mg/、クロムが0.06〜
0.40mg/となつて、充分排出基準を満たす程度
まで減少できた。そしてこの処理水を下水道に放
流できた。 このようにしてキレート樹脂を使用することな
く、経済的に洗煙排水を処理した上、1日168m3
の洗煙排水の凝集沈殿処理した上澄液を焼却灰冷
却用水に再利用することによつて、1年間にキレ
ート樹脂費400万円、用水費400万円の大幅節減を
計ることができ、しかもキレート樹脂塔の維持管
理の困難性から逃れることができた。 比較例 下記第1表に示すA〜Eのごみ焼却工場の洗煙
排水(各排水中の水銀濃度は第1表に記す通り)
を特開昭60−68094号公報の実施例に示されてい
る方法で処理した。即ち、急速攪拌凝集槽にて各
洗煙排水に硫酸バンド及び重金属固定剤をそれぞ
れ1000mg/、10mg/の割合で添加し、同時に
苛性ソーダにてPHを7に調整した。急速攪拌時間
は約10分間、攪拌機の回転数は350rpmであつた。
更に緩速攪拌凝集槽にて高分子助剤を3g/添
加し、攪拌機の回転数36rpmで10分間攪拌を行な
つた。次いで沈殿槽にて固液分離を行ない、上澄
液の水質分離を行なつた。該液中の水銀濃度は第
1表に示す通りであり、水銀濃度を排出基準以下
のレベルまで下げることができた例が1例あつた
が、残りの4例では水銀濃度を排出基準以下のレ
ベルまで下げることができなかつた。 次にこのような上澄液を更にキレート樹脂で処
理すると、第1表に示したように、A〜Eの洗煙
排水の水銀濃度を全て排出基準以下のレベルまで
下げることができた。
[Table] Among these various heavy metals, the concentration of mercury is higher than the wastewater standard, so 500ml of plant wastewater collected from an incineration plant was added to 500ml of the above supernatant liquid, and ferric chloride was added.
300mg/, add 2mg/polymer flocculant (Konan Floc #2000), and mix with 10% caustic soda solution.
After neutralization to pH 7, rapid stirring for 5 minutes and slow stirring for 10 minutes, the mixture was allowed to settle. As a result, the mercury concentration in the supernatant water was 0.0005 mg/lower than the discharge standard of 0.005 mg/
It became. Example 2 An incineration factory that incinerates 550 tons of general waste per day discharges 145 m3 of smoke washing wastewater per day, and the heavy metal concentration is 3.0 to 3.4 mg/day for mercury and 0.03 mg/day for lead.
~0.41mg/, cadmium 0.005~0.02mg/,
Zinc 0.01~3.0mg/, chromium 0.05~0.82mg/
It is. This smoke washing wastewater is led to the first reaction tank via the first adjustment tank, where 10mg/of Sumikylate 6000H and 300mg/of ferric chloride are added, and the pH is brought to 7 with caustic soda solution.
After neutralization, 2 mg of polymer flocculant (Konan Floc #2000) was added, and after rapid stirring for 10 minutes and slow stirring for 25 minutes, the supernatant was transferred to the primary coagulation and sedimentation treatment tank. and sludge were precipitated and separated. Through this coagulation and precipitation treatment, lead is less than 0.02 to 0.07mg/, cadmium is less than 0.002 to 0.02mg/, and zinc is 0.001 to 0.02mg/.
0.09mg/, chromium is reduced to 0.01~0.07mg/, to the extent that it meets the emission standards. Mercury is 0.0041~
Although it decreased to about 0.047mg/, it still did not reach the emission standard. On the other hand, incineration ash cooling wastewater (ash wastewater) has a pH of 7.85~
11.69, mercury 0.0015-0.0049mg/, lead
12.2-40.9mg/, cadmium 0.05-0.20mg/
, zinc 1.5-20mg/, chromium 0.04-0.56
mg/, and suspended solids are contained at a ratio of 84 to 335 mg/. The plant wastewater (278 m 3 /day), which is a combination of this ash wastewater and the equipment/floor washing wastewater, and the supernatant liquid obtained above are sent to the second adjustment tank, and then ferric chloride is added to the second reaction tank. After adding 300mg/ and neutralizing it to pH 10 with caustic soda solution, 2mg/ of polymer flocculant (Konan Floc #2000) was added.
After 10 minutes of rapid stirring and 20 minutes of slow stirring, the mixture was led to a second coagulation and sedimentation treatment tank, where it was separated into supernatant water and sludge, and neutralized to pH 6.5 to 7.5 in a final neutralization tank. Through this treatment, mercury is less than 0.0005 to 0.0029mg/(average value 0.0011mg/), lead is 0.05 to 0.14mg/, cadmium is less than 0.002mg/, and zinc is less than 0.001mg/.
The amount of chromium was reduced to less than 0.01 to 0.04 mg/, sufficiently meeting the emission standards. Furthermore, the emission standards are 0.005mg/for mercury, 1mg/for lead, 0.1mg/for cadmium, and 5mg/for zinc.
mg/, and chromium is 2 mg/. Example 3 An incineration factory that incinerates 540 tons of general waste per day discharges 151 m3 of smoke washing wastewater per day, and the heavy metal concentration is 2.8 to 5.2 mg/day for mercury and 0.25 mg/day for lead.
~0.53mg/, cadmium 0.008~0.025mg/,
Zinc 0.020-3.5mg/, chromium 0.20-0.83
mg/. This smoke washing wastewater is led to the first reaction tank through the first adjustment tank, and 10mg/Epofloc L-2 [liquid chelating agent, manufactured by Miyoshi Oil Co., Ltd.] and 300mg/300ml of ferric chloride are added.
mg/added, and after neutralizing to pH7 with caustic soda solution, polymer flocculant (Konan Flock #2000)
After 5 minutes of rapid stirring and 10 minutes of slow stirring, the mixture was introduced into the first coagulation and sedimentation treatment tank, where it was separated into supernatant liquid and sludge. After the supernatant liquid obtained above is used to cool the incinerated ash, it is sent to the second adjustment tank, and in the second reaction tank, 300 mg of ferric chloride is added, and the pH is neutralized to 10 with caustic soda solution. After that, add 2 mg of polymer flocculant (Konan Flock #2000) and stir rapidly.
After 10 minutes of slow stirring and 20 minutes of slow stirring, the mixture was led to a second coagulation and sedimentation treatment tank, where it was separated into supernatant water and sludge, and neutralized to pH 6.5 to 7.5 in a final neutralization tank. Through this treatment, mercury is less than 0.0005 to 0.0018mg/, lead is 0.02mg/
Less than 0.13 mg/, cadmium less than 0.002, zinc less than 0.001 mg/0.05 mg/, chromium 0.01
mg/ to less than 0.04 mg/, which was sufficient to meet the emission standards. Example 4 A certain incineration factory incinerates 570 tons of general waste per day and uses 584 m 3 of industrial water. 168 per day
In the smoke washing wastewater generated m3 , mercury is 0.11 to 6.1
mg/, lead 0.09 to 1.49 mg/, cadmium
0.046 to 0.13 mg/, zinc 0.36 to 3.9 mg/, and chromium 0.12 to 4.63 mg/. This smoke washing wastewater is led to the first reaction tank through the first adjustment tank, and 10mg/of ALM-648 and ferric chloride are added.
300 mg/added, neutralized to pH 7 with caustic soda solution, 2 mg/polymer flocculant (Konan Floc #2000) added, and after rapid stirring for 5 minutes and slow stirring for 10 minutes, primary flocculation It was led to a sedimentation treatment tank and separated into supernatant liquid and sludge. Through this coagulation and precipitation treatment, lead is less than 0.02mg/, cadmium is 0.002~0.057mg/, zinc is 0.18~2.54mg/,
Chromium content is reduced to 0.15 to 3.86mg/, an amount that meets the emission standards. Although mercury has been reduced to about 0.0048-0.053mg/, it still does not meet the emission standards. As a result of using this supernatant liquid as water for cooling incinerated ash, the incinerated ash cooling wastewater (ash wastewater) has a pH of 10.75~
11.75, mercury 0.0050-0.064mg/, lead
15.5-22.0mg/, cadmium 0.086-0.41mg/
, zinc 8.68~17.6mg/, chromium 0.43~
1.21mg/, and suspended solids were contained at a rate of 116-282mg/. Plant wastewater (340
m 3 /day) is sent to the second adjustment tank, and in the second reaction tank, 300 mg of ferric chloride is added and neutralized to pH 10 with a caustic soda solution. Add 2mg/of and stir rapidly for 10 minutes.
After 20 minutes of slow stirring, the mixture was introduced into a second coagulation-sedimentation treatment tank, where it was separated into supernatant water and sludge, and neutralized to a pH of 6.5 to 7.5 in a final neutralization tank. With this process,
Mercury less than 0.0005~0.0034mg/, lead 0.03~
0.18mg/, cadmium less than 0.002~0.028mg/
, zinc 0.024~0.134mg/, chromium 0.06~
The amount was reduced to 0.40mg/, sufficiently meeting the emission standards. This treated water could then be discharged into the sewer system. In this way, smoke washing wastewater can be treated economically without using chelate resin, and 168 m 3 per day can be treated.
By reusing the coagulated and precipitated supernatant liquid of smoke washing wastewater as water for cooling incinerated ash, it is possible to significantly reduce chelate resin costs by 4 million yen and water costs by 4 million yen per year. Moreover, it was possible to avoid the difficulty of maintaining and managing the chelate resin tower. Comparative example Smoke washing wastewater from garbage incineration plants A to E shown in Table 1 below (Mercury concentration in each wastewater is as shown in Table 1)
was treated by the method shown in the Examples of JP-A No. 60-68094. That is, a sulfuric acid band and a heavy metal fixative were added to each smoke washing wastewater at a rate of 1000 mg/10 mg/10 mg/each in a rapid agitation coagulation tank, and at the same time the pH was adjusted to 7 with caustic soda. The rapid stirring time was about 10 minutes, and the rotation speed of the stirrer was 350 rpm.
Furthermore, 3 g/polymer auxiliary agent was added in a slow stirring coagulation tank, and stirring was performed for 10 minutes at a stirrer rotation speed of 36 rpm. Next, solid-liquid separation was performed in a settling tank, and the water quality of the supernatant was separated. The mercury concentration in the liquid is as shown in Table 1, and there was one case in which the mercury concentration was lowered to a level below the emission standard, but in the remaining four cases, the mercury concentration was lowered to a level below the emission standard. I couldn't bring it down to that level. Next, when such a supernatant liquid was further treated with a chelate resin, as shown in Table 1, the mercury concentrations of the smoke washing wastewater A to E were all able to be lowered to a level below the emission standard.

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

第1図及び第2図は、本発明方法の好ましい実
施態様を示すフローチヤート図である。
1 and 2 are flowcharts showing a preferred embodiment of the method of the present invention.

Claims (1)

【特許請求の範囲】 1 液体キレート剤、無機凝集剤及び高分子凝集
剤によりごみ焼却工場の洗煙排水を凝集沈殿処理
した後、この上澄液に灰汚水や装置・床洗浄排水
を混合し、該混合物を無機凝集剤及び高分子凝集
剤により再度凝集沈殿処理することを特徴とする
ごみ焼却工場排水の処理方法。 2 液体キレート剤、無機凝集剤及び高分子凝集
剤によりごみ焼却工場の洗煙排水を凝集沈殿処理
した後、この上澄液を焼却灰の冷却用水として使
用し、次いでこの使用済み液を無機凝集剤及び高
分子凝集剤により再度凝集沈殿処理することを特
徴とするごみ焼却工場排水の処理方法。
[Scope of Claims] 1. After coagulating and precipitating wastewater from a waste incineration plant using a liquid chelating agent, an inorganic flocculant, and a polymer flocculant, the supernatant liquid is mixed with ash wastewater and equipment/floor cleaning wastewater. . A method for treating wastewater from a waste incineration plant, which comprises subjecting the mixture to coagulation and sedimentation treatment again using an inorganic flocculant and a polymer flocculant. 2. After coagulating and precipitating wastewater from a waste incineration plant using a liquid chelating agent, an inorganic coagulant, and a polymer coagulant, this supernatant liquid is used as water for cooling the incinerated ash, and then this used liquid is subjected to inorganic coagulation. A method for treating wastewater from a waste incineration plant, characterized by subjecting it to coagulation and sedimentation treatment again using an agent and a polymer flocculant.
JP33247587A 1987-12-28 1987-12-28 Waste incineration plant wastewater treatment method Granted JPH01176493A (en)

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JP33247587A JPH01176493A (en) 1987-12-28 1987-12-28 Waste incineration plant wastewater treatment method

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Application Number Priority Date Filing Date Title
JP33247587A JPH01176493A (en) 1987-12-28 1987-12-28 Waste incineration plant wastewater treatment method

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Publication Number Publication Date
JPH01176493A JPH01176493A (en) 1989-07-12
JPH0445237B2 true JPH0445237B2 (en) 1992-07-24

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JP4831799B2 (en) * 2000-08-25 2011-12-07 三菱重工業株式会社 Method for removing manganese ions in waste water
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