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JP3671001B2 - Ammonia treatment method and apparatus - Google Patents
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JP3671001B2 - Ammonia treatment method and apparatus - Google Patents

Ammonia treatment method and apparatus Download PDF

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Publication number
JP3671001B2
JP3671001B2 JP2001382031A JP2001382031A JP3671001B2 JP 3671001 B2 JP3671001 B2 JP 3671001B2 JP 2001382031 A JP2001382031 A JP 2001382031A JP 2001382031 A JP2001382031 A JP 2001382031A JP 3671001 B2 JP3671001 B2 JP 3671001B2
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evaporator
ammonia
steam
stage
atmosphere
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JP2003181444A (en
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憲一 片山
正俊 玉井
英夫 鈴木
弘貢 長安
勝治 吉見
尚樹 小川
巌 中安
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Mitsubishi Heavy Industries Ltd
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Mitsubishi Heavy Industries Ltd
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  • Vaporization, Distillation, Condensation, Sublimation, And Cold Traps (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、アンモニア態窒素を含む排水や汚泥をアンモニアストリッピング法等で処理して排水や汚泥中のアンモニア態窒素を除去するアンモニア処理方法と装置に係り、特にアンモニア態窒素とSS分、硬度成分(Ca、Mg)あるいはpHを上げた際に水酸化物を生成する金属イオンを含む排水や汚泥等の処理方法と装置であって、スケーリングや閉塞を起こしやすいアンモニア含有排水若しくは汚泥の処理方法と装置に関する。
【0002】
【従来の技術】
アンモニア態窒素と硬度成分が共存する排水としては、例えば、火力発電所でのボイラ排ガス中の煤塵及びSOガスを除去する目的で設置される排煙脱硫装置において、Ca塩を注入して石膏として回収する方法が多く採用されているが、本装置から排出され、前段の電気集じん器でのアンモニア注入に起因するアンモニアを含む石膏飽和の脱硫排水等が挙げられる。
アンモニア態窒素とSS分が共存する排水や汚泥には畜産汚水やし尿若しくは生活排水等が上げられる。
【0003】
このような、排水中のアンモニア態窒素の除去方法としては、生物学的硝化脱窒素処理が一般的であったが、この生物学的処理法は、運転管理が難しい、広い設置スペースが必要になる、発生汚泥の処理が必要になる、高濃度のアンモニア態窒素含有排水の処理に適さない(濃度数百mg/Lのアンモニア態窒素を除去するのが限度)、といった問題があるため、生物学的処理法に代わる物理化学的アンモニア態窒素除去方法が提案されつつある。
【0004】
このような物理的アンモニア態窒素除去方法に関しては、例えばアンモニアストリッピング法等が提案されており、かかるアンモニアストリッピング法は、被処理水のpHを上げてアンモニウムイオンを遊離のアンモニアに変換し、蒸気若しくはエアストリッピングにより該アンモニアを被処理水中から蒸気若しくは空気中に移動させて除去するものである。従来、蒸気若しくはエアストリッピングを行う放散塔には、蒸気または空気と被処理水の接触を充分に行わせるために、プラスチック製充填材等が充填されており、被処理水はpH調整後塔上部より散水され、充填材の間を水滴の形成とその破壊を繰り返しながら落下する。この間にこの水滴が蒸気または空気と接触し、アンモニアをガスとして水中より蒸気または空気中に散逸させる方法である。
【0005】
被処理水のpH調整は、水酸化ナトリウム、水酸化カルシウム、酸化カルシウム、水酸化マグネシウム、酸化マグネシウムなどのアルカリ源により行われ、水酸化カルシウム、酸化カルシウム、水酸化マグネシウム、酸化マグネシウムなどは安価であるが、これらのアルカリ源を使用すると、被処理水中に含有される炭酸塩や硫酸塩と反応して、カルシウムやマグネシウムの炭酸塩または硫酸塩、または水酸化物が生成される。これらが上記放散塔内部において充填材間にスケールとして付着する結果、放散塔内部を閉塞させ、長期的な連続運転が阻害されるとともに、内部の清掃を頻繁に行うことが必要となる。また、被処理排水中にアルカリによって沈殿を生じる物質、例えば、硫酸マグネシウム、硫酸アルミニウム等が含まれる場合には、どのようなアルカリ源を使用しても充填層にスケールが付着して、前記問題が生じる虞がある。
【0006】
【発明が解決しようとする課題】
かかる欠点を解消するために、特開昭55−42239号公報に横型反応槽内に、仕切板で区割りされた複数の反応槽を形成し、各反応槽に夫々気液接触装置と、該装置の下部に設けた気体吹き込み管と液加温装置とを配設し、且つ該反応槽に安水注入管、アンモニア液分解用水酸化カルシウム注入管及び安水排出管を取り付けて、各反応室内に順次安水(アンモニア含有排水、以下原水)を通過せしめて原水中のアンモニアをストリッピング処理するものである。
しかしながらかかる従来技術は、仕切板により蛇行形状に連続的に原水を流しながら槽内の流れ方向に沿って複数個所に気体を吹き込むものであるために、横型で且つ設置面積が大きくなるとともに、連続式でゆっくり循環するので、排水中にCa、Mgといった硬度成分が存在すると、これら成分が処理装置(熱交換器、加熱器、処理槽、配管等)内でスケールとして析出してしまい、前記した問題を必ずしも解決できない。
【0007】
又前記欠点を解決するために、特開2000−301137において、アンモニア含有排水にアルカリを添加し、これを放散塔においてアンモニア回収塔との間を循環する空気と接触させることにより被処理水中からアンモニアを空気中に移動させる方法において、前記放散塔の内部を空洞とするとともに、前記放散塔を水平方向に延ばして形成し、被処理水を水平方向に噴霧する2以上の領域に区画し、前段領域で循環空気と接触させた処理水を抜き出して反応槽にてアンモニア変換反応を促進させた後、放散塔の後段領域に戻す技術を提案している。
しかしながら前記従来技術は、前記放散塔を水平方向に延ばして形成し、被処理水を水平方向に噴霧する2以上の領域に区画するという横長構造であるために、設置面積が大きくなり、受け槽やポンプ等の多くの付帯設備が必要になる。
【0008】
さらに、特開2000−288538においてはアンモニア態窒素と硬度成分が共存する排水を陽イオン交換樹脂塔に接触させて排水中の硬度成分を除去する。その後、排水をアンモニアストリッピング法又は触媒酸化法によるアンモニア態窒素除去装置で処理してアンモニア態窒素を除去する技術が提案されている。
【0009】
しかしながらかかる技術は、イオン交換樹脂により、排水中の硬度成分(Ca、Mg)を予め除去するものであるために、畜産汚水やし尿ようにSS(浮遊物質、懸濁物質)が多い場合に対応できず、又例え可能であってもイオン交換樹脂を頻繁に交換しなければならない。
【0010】
本発明は、かかる従来技術の課題に鑑み、アンモニア態窒素とSS分、硬度成分(Ca、Mg)あるいはpHを上げた際における水酸化物を生成する金属イオンを含む排水や汚泥等の処理方法と装置であって、特にスケーリングや閉塞を起こしやすいアンモニア含有排水若しくは汚泥に有効なアンモニア処理方法と装置を提供することを目的とする。
より具体的には、SS分やアルカリによって沈殿を生じる物質が混入したアンモニア含有排水に対しても、蒸留塔を閉塞させることなく、効率的にアンモニアをストリッピング除去することを可能にして、且つ長期的な運転が可能な排水若しくは汚泥中のアンモニア処理方法と装置を提供するものである。
本発明の他の目的は、少ない蒸気吹き込み量で、高い除去性能を得ることが出来るアンモニア処理方法と装置を提供することにある。
本発明の更に他の目的は従来より大幅な省設置面積化が可能なアンモニア処理方法と装置を提供することにある。
【0011】
【課題を解決するための手段】
本発明はかかる課題を解決するために、実質的に内部が空洞の蒸発缶群をアンモニアを含む原水が投入される上段側蒸発缶より下流段側蒸発缶群に向け縦型にシリーズに連結して縦型に配置してなるアンモニア処理装置を用い、アンモニアを含む原水を、前記上段側の蒸発缶内に投入し、蒸気による撹拌によりアンモニア蒸気を蒸留した後、前記蒸気導入を停止し、上段側の該蒸発缶内を大気開放により処理水を下段の蒸発缶排出し、以下最終段に至る蒸発缶まで、蒸気導入及び停止と大気開放による次段への処理水排出を各蒸発缶毎に順次切り換えてバッチ処理動作の繰り返しによりアンモニア蒸留を行うことを特徴とする。
【0012】
かかる発明によれば、バッチ処理のために運転しながらスケール除去が可能である。
図2(a)に示す従来技術のように充填塔101、棚段塔は流路に縮小部102が多いために、個々の流路断面積が小さく、スケールが付着した場合に流路面積が小さくなり、スケールトラブルが多い。
一方本発明は図2(b)に示すように内部が空洞の筒缶11〜13を用いているために、筒缶内壁面にスケール9が付着しても全体としての流路面積が小さくなることはなく、スケールトラブルが大幅に低減でき、スケール除去のための保守間隔も大幅に小さくできる。
尚、本誌発明における蒸気使用量低減方法としては、後記実施例に示すように、蒸発缶群をシリーズ(直列)に流す方式を採っても良く、蒸気圧縮機、エジェクタによる凝縮蒸気回収との組み合わせを用いても良い。
【0013】
本発明においては、バッチ方式の筒缶により内部構造が簡単であるため、薬品洗浄が容易である。例えばMgやCaなどのスケール成分は、pHを酸性にすることで溶解することが知られており、又硬質Caスケールの場合は、エチレンジアミン四酢酸(ethylenediaminetetraacetic acid, EDTA)が溶解に有効であることが知られている。
【0014】
請求項2記載の発明は、蒸発缶群をシリーズ(直列)に連結したもので、質的に空洞の蒸発缶群をアンモニアを含む原水が投入される最上段側蒸発缶より下流段側蒸発缶群に向け縦型にシリーズに連結して縦型に配置してなるアンモニア処理装置であって、
下流段側の蒸発缶に導入された蒸気が順次上流段側の蒸発缶に導入される蒸気導入手段と、
前記蒸発缶夫々に大気開放通路を連結し、該通路により順次蒸発缶を大気開放して上流段側で処理された処理水を順次下流段側の蒸発缶に落とす処理水排出手段と、
前記蒸気の導入と大気開放を選択的に行う切り換え手段とを設け、
前記切換手段による蒸気導入及び停止と大気開放による次段への処理水排出を各蒸発缶毎に切り換えてバッチ処理動作の繰り返しによりアンモニア蒸留を行うことを特徴とするアンモニア処理装置にある。
【0015】
この場合、前記蒸発缶夫々に大気開放通路を連結し、該通路により順次蒸発缶を大気開放して上流段側で処理された処理水を順次下流段側の蒸発缶に落としながら複数段階処理が行われるのがよく、さらに前記蒸気の導入と大気開放を選択的に行う切り換え手段を設け、夫々の蒸発缶でのアンモニア処理をバッチ的に処理可能に構成するのがよい。
【0016】
さらに本発明は、前記蒸気導入手段が、下流段側の蒸発缶で蒸留されたアンモニア蒸気、上流段側の蒸発缶に向かう蒸気に同伴されて順次上流側の蒸発缶に導入される手段であって、該導入手段により順次上流側の蒸発缶に導入されたアンモニア蒸気を順次濃縮して蒸留可能に構成されるのがよい。
これにより処理水のアンモニア濃度の低減と少ない蒸気量で高濃度のアンモニア蒸留水を得ることが出来る。
【0017】
さらに本発明は実質的に空洞の蒸発缶群をシリーズに連結する処理水排出管の直径が蒸発缶の直径の1/20以上、好ましくは1/4以上1以下であるのがよい。これにより処理水排出管にスケールが付着した場合でも閉塞を防止できる。又本発明は蒸発缶群をシリーズに連結する処理水排出管にエキスパンション等の熱延びまたは振動の吸収手段が介装されているのがよい。
さらに本発明は、バッチ処理のために蒸発缶の各段の繋ぎ部分に熱延び、振動が生じてもその吸収のための振動吸収手段が蒸発缶の各段の繋ぎ部分に介装されているために、蒸気導入や大気開放の繰り返しによっても繋ぎ部分が破損することがない。
【0018】
さらに前記夫々の蒸発缶に蒸気を導入する管路に、ミスト除去装置が介装されることにより蒸気配管へのスケール付着を抑制することができる。
【0019】
【発明の実施の形態】
以下、本発明を図に示した実施例を用いて詳細に説明する。但し、この実施例に記載される構成部品の寸法、形状、その相対配置などは特に特定的な記載がない限り、この発明の範囲をそれのみに限定する趣旨ではなく単なる説明例に過ぎない。
図1は本発明の実施例に係る三段回分型アンモニアストリッピング装置で、蒸発缶11〜13を三段にシリーズに連結した蒸発缶群を縦型に配置した装置構成を示す。
蒸発缶11〜13は図2(b)に示すように、内部に充填物のないドン殻円筒缶で、底部に次段の蒸発缶若しくは処理槽内に処理水を排出する排出管21が設けられている。尚、各段の排出管21の繋ぎ部分には、図1に示すように熱延び、振動吸収のためのエキスパンション18を介装して熱延びまたは振動の吸収部として機能させている。又蒸発缶11〜13は円筒缶のみならず、角筒、底部が円錐状の円錐台缶でもよい。排出管の直径は蒸発缶の直径に対して1/20以上、好ましくは1/4以上1以下に設定することにより一気排出が可能となり、且つスケールの付着によっても目詰まりがない。
【0020】
一段目の蒸発缶11には、pH調整された原水を供給する配管20が原水供給弁23を介して接続されている。又29は濃縮アンモニア蒸気抜き出し配管で、該配管29より抜き出された濃縮アンモニア蒸気は、凝縮器14で冷却水により冷却凝縮され、回収アンモニア水タンク50に導かれる。
30Bは二段目の蒸発缶からの蒸気をミスト除去装置17を介して一段目の蒸発缶へ導入する管で、該管30Bは、蒸気導入加熱終了後、エアベント管10、10Aより大気開放弁15の開放と排出弁24の開放により大気が導入されて(大気開放)、二段目の蒸発缶12に処理水が一気に排出可能に構成されている。
【0021】
二段目の蒸発缶12も、一段目の蒸発缶11よりの処理水を供給する配管21がエキスパンション18及び排出弁24を介して接続されている。又30Aは三段目の蒸発缶からの蒸気をミスト除去装置17を介して二段目の蒸発缶へ導入する管で、該管30Aは、蒸気導入加熱終了後、エアベント管10、10Bより大気開放弁16の開放と排出弁25の開放により大気が導入されて(大気開放)、三段目の蒸発缶13に処理水が一気に排出可能に構成されている。
【0022】
三段目の蒸発缶13も、二段目の蒸発缶12よりの処理水を供給する配管21がエキスパンション18及び排出弁25を介して接続されている。又30は蒸気供給弁31により蒸気を3段目の蒸発缶13に吹き込む配管である。
さらに三段蒸発缶13は、前記蒸気の吹き込み終了後、蒸気管30A及びエアベント管10、10Bより大気開放弁16の開放と排出弁26の開放により大気が導入されて(大気開放)、処理水槽60に処理水が一気に排出可能に構成されている。
【0023】
pH調整槽41は原水供給管20Aより原水を投入した後、処理水槽60に取り付けられたpH計46に応じて、pH調整剤が供給されるように構成されている。pH調整剤としては、苛性ソーダが最も一般的であるが、比較的安価な水酸化カルシウム、酸化カルシウム、水酸化マグネシウム、酸化マグネシウムなどを用いることも可能である。
pH調整は、pH調整槽41に取り付けられたpH計45に応じてpH調整剤を供給することも可能である。この時のpHは、処理水槽において、9〜10.5、pH調整槽においては、9〜12が好ましい。
【0024】
そして前記のようにpH調整された原水は原水供給管20より、一段目の蒸発缶に取り付けられたレベル計51により所定のレベルとなるまで、原水供給弁23を介して第一段の蒸発缶11に送られる。
一方凝縮器14出口側の回収アンモニア水タンク50にはレベル計52が接続されており、蒸発した回収アンモニア水量が所定量となるように蒸気供給弁31を介して蒸気量を調整する。
【0025】
次に本実施例の動作手順を説明する。
第1の排出弁24を閉じ、pH調整された原水を第1の蒸発缶11に導入して、弁23を閉じた後、蒸気は蒸気吹き込み配管30より3段目の蒸発缶13に蒸気を導入して該蒸発缶13の処理水を加温する。該蒸発缶13内の温度が加熱されると水蒸気とともに、アンモニア蒸気が蒸気管30Aを通り、2段目の蒸発缶12に入り、同様に処理水が蒸気加熱されて処理水中のアンモニアが蒸気側に持ち出される。続いて第2段の蒸発缶12から水蒸気とともに、アンモニア蒸気が蒸気管30Bを通り、1段目の蒸発缶11に入り、同様に加熱されてさらに処理水中のアンモニアが蒸気側に持ち出される。この結果、回収アンモニアの濃度が高くなる。そして最上段の蒸発缶11で発生したアンモニア蒸気は、抜き出し配管29より抜き出され、凝縮器14で冷却水により冷却凝縮され、回収アンモニア水タンク50に導かれる。
回収アンモニア水タンク50ではレベル計52により所定量の濃縮アンモニアを回収後、蒸気供給弁31を閉として、蒸気の導入を停止する。
【0026】
前記蒸気の吹き込み停止後、三段目の蒸発缶13は、蒸気管30A及びエアベント管10、10Bより大気開放弁16の開放と排出弁26の開放により大気が導入されて(大気開放)、処理水槽60に処理水が一気に排出される。
その後排出弁26の閉及び排出弁25の開により、蒸気管30A及びエアベント管10、10Bより大気開放弁16の開により大気が導入されて(大気開放)、2段蒸発缶12より3段蒸発缶13に処理水が排出される。
さらに排出弁25を閉じ且つ排出弁24の開放により一段目の蒸発缶11も、エアベント管10、10Aより大気開放弁15の開放により大気が導入されて(大気開放)、一段目の蒸発缶11より二段目の蒸発缶12に処理水が排出される。
【0027】
そして第1の排出弁24を閉じ、原水供給弁23を開けてpH調整された原水を第1の蒸発缶11に落とし込む。
その後蒸気吹き込み配管30より3段目の蒸発缶13に蒸気を導入して該蒸発缶13の処理水を加温しアンモニア蒸留を行う。該蒸発缶13内の温度が加熱されると水蒸気とともに、アンモニア蒸気が蒸気管30Aを通り、2段目の蒸発缶12に入り、同様に処理水が蒸気加熱されアンモニア蒸留を行う。続いて第2段の蒸発缶12内が加熱されると水蒸気とともに、アンモニア蒸気が蒸気管30Bを通り、1段目の蒸発缶11に入り、同様に加熱されアンモニア蒸留を行う。そして最上段の蒸発缶11で発生したアンモニア蒸気は、抜き出し配管29より抜き出され、凝縮器14で冷却水により冷却凝縮され、回収アンモニア水タンク50に導かれる。
以下前記の動作を繰り返す。
【0028】
かかる実施例によれば、蒸発率20%の場合で、一回の蒸留処理では処理水のアンモニア濃度は、2500ppmから500ppm程度に低下したのに対し、3段回分蒸発缶に落として3回繰り返し蒸留を行う場合には、処理水のアンモニア濃度は、2500ppmから15ppmに大幅に低減できた。また、連続運転を行った結果、スケーリングに伴う処理性能の低下及び運転継続が不可となることはなかった。
【発明の効果】
以上記載のごとく本発明によれば、本発明は、内部空洞型の蒸発缶を用い且つバッチ処理のために、アンモニア態窒素とSS分、硬度成分(Ca、Mg)あるいはpHを上げた際における水酸化物を生成する金属イオンを含む排水や汚泥等の処理においても、スケーリングや閉塞を起こすことがない。より具体的には、SS分やアルカリによって沈殿を生じる物質が混入したアンモニア含有排水に対しても、蒸発缶を閉塞させることなく、効率的にアンモニアをストリッピング除去することを可能にして、且つ長期的な運転が可能な排水若しくは汚泥中のアンモニア処理を行うことが出来る。
又、本発明によれば前記蒸発缶群をシリーズに連結したために、少ない蒸気吹き込み量で、高い除去性能を得ることが出来る。
又本発明によれば前記シリーズに連結した蒸発缶群を縦型に配置することにより、大幅な省設置面積化が可能となる。
【図面の簡単な説明】
【図1】 本発明の実施例に係る三段回分型アンモニアストリッピング装置の要部ブロック図である。
【図2】 (a)は従来の充填塔の概要図、(b)は本発明の蒸発缶の概要図で、左は斜視図、中央は平面図、右はスケールが付着した状態を示す。
【符号の説明】
11〜13 蒸発缶
10、10A、10B エアベント管
15、16 大気開放弁
23 原水供給弁
24、25、26 排出弁
14 凝縮器
17 ミスト除去装置
18 エキスパンション
30、30A、30B 蒸気管
31 蒸気供給弁
20A、20 原水供給管
21 各段の排出管
29 アンモニア蒸気抜き出し配管
41 pH調整槽
50 回収アンモニア水タンク
60 処理水槽
42 pH調整剤供給管
43 pH調整剤供給弁
44 原水供給ポンプ
45 pH調整槽pH計
46 処理水槽pH計
51 蒸発缶レベル計
52 回収アンモニア水タンクレベル計
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an ammonia treatment method and apparatus that removes ammonia nitrogen in waste water and sludge by treating waste water and sludge containing ammonia nitrogen by an ammonia stripping method, etc., in particular ammonia nitrogen and SS content, hardness Treatment method and apparatus for wastewater and sludge containing components (Ca, Mg) or metal ions that generate hydroxide when pH is raised, and treatment method for ammonia-containing wastewater or sludge that easily causes scaling and clogging And related to the device.
[0002]
[Prior art]
Examples of waste water in which ammonia nitrogen and hardness components coexist include gypsum by injecting Ca salt in a flue gas desulfurization device installed for the purpose of removing soot and SO 2 gas in boiler exhaust gas at a thermal power plant. However, there is a gypsum-saturated desulfurization effluent containing ammonia discharged from the apparatus and containing ammonia resulting from ammonia injection in the preceding electric dust collector.
The wastewater and sludge in which ammonia nitrogen and SS are coexisted include livestock sewage, human waste or domestic wastewater.
[0003]
Biological nitrification and denitrification treatment is generally used as a method for removing ammonia nitrogen from wastewater. However, this biological treatment method is difficult to manage and requires a large installation space. It is necessary to treat the generated sludge, and it is not suitable for the treatment of wastewater containing high concentration of ammonia nitrogen (the limit is to remove ammonia nitrogen with a concentration of several hundred mg / L). A physicochemical ammonia nitrogen removal method as an alternative to the chemical treatment method is being proposed.
[0004]
With regard to such a physical ammonia nitrogen removal method, for example, an ammonia stripping method or the like has been proposed, and this ammonia stripping method converts ammonium ions into free ammonia by raising the pH of the water to be treated, The ammonia is removed by moving the ammonia from the water to be treated into steam or air by steam or air stripping. Conventionally, a stripping tower that performs steam or air stripping has been filled with a plastic filler or the like in order to ensure sufficient contact between steam or air and the water to be treated. Water is sprayed more and falls between the fillers, repeating the formation and destruction of water droplets. During this time, the water droplets come into contact with steam or air, and ammonia is diffused from the water into the steam or air as a gas.
[0005]
The pH of the water to be treated is adjusted with an alkali source such as sodium hydroxide, calcium hydroxide, calcium oxide, magnesium hydroxide, magnesium oxide, and calcium hydroxide, calcium oxide, magnesium hydroxide, magnesium oxide, etc. are inexpensive. However, when these alkali sources are used, they react with carbonates and sulfates contained in the water to be treated to produce calcium or magnesium carbonates or sulfates or hydroxides. As a result of these adhering as a scale between the packing materials inside the diffusion tower, it is necessary to block the inside of the diffusion tower, hinder long-term continuous operation, and to frequently clean the inside. In addition, when the wastewater to be treated contains substances that cause precipitation due to alkali, for example, magnesium sulfate, aluminum sulfate, etc., the scale adheres to the packed bed regardless of which alkali source is used, and the above problem May occur.
[0006]
[Problems to be solved by the invention]
In order to eliminate such drawbacks, Japanese Patent Application Laid-Open No. 55-42239 discloses that a plurality of reaction vessels divided by partition plates are formed in a horizontal reaction vessel, and each reaction vessel is provided with a gas-liquid contact device and the device. A gas blowing pipe and a liquid warming device provided at the lower part of the reactor are disposed, and a safety water injection pipe, a calcium hydroxide injection pipe for ammonia solution decomposition, and a safety water discharge pipe are attached to the reaction tank. Ammonia containing wastewater (hereinafter referred to as raw water) is sequentially passed through to strip the ammonia in the raw water.
However, since the conventional technology is such that gas is blown into a plurality of locations along the flow direction in the tank while continuously flowing the raw water in a meandering shape by the partition plate, it is horizontal and has a large installation area and continuously. Since there is a hardness component such as Ca or Mg in the waste water, since these components circulate slowly in the equation, these components will precipitate as scales in the processing equipment (heat exchanger, heater, processing tank, piping, etc.) The problem cannot always be solved.
[0007]
Further, in order to solve the above-mentioned drawbacks, in Japanese Patent Application Laid-Open No. 2000-301137, an alkali is added to ammonia-containing wastewater, and this is brought into contact with the air circulating between the ammonia recovery tower and the ammonia in the water to be treated. In the air, the inside of the stripping tower is hollow, the stripping tower is formed to extend in the horizontal direction, and is divided into two or more regions in which the water to be treated is sprayed in the horizontal direction, A technique is proposed in which treated water brought into contact with circulating air in the region is extracted and the ammonia conversion reaction is promoted in the reaction tank, and then returned to the downstream region of the stripping tower.
However, since the prior art has a horizontally long structure in which the diffusion tower is formed by extending in the horizontal direction and divided into two or more regions in which the water to be treated is sprayed in the horizontal direction, the installation area becomes large, and the receiving tank Many ancillary facilities such as pumps and pumps are required.
[0008]
Furthermore, in JP 2000-288538 A, a waste water in which ammonia nitrogen and a hardness component coexist is brought into contact with a cation exchange resin tower to remove a hardness component in the waste water. Thereafter, a technique for removing ammonia nitrogen by treating the waste water with an ammonia nitrogen removing apparatus by an ammonia stripping method or a catalytic oxidation method has been proposed.
[0009]
However, since this technology removes hardness components (Ca, Mg) in wastewater in advance using ion exchange resin, it is suitable for cases where there are many SS (floating matter, suspended matter) such as livestock wastewater and human waste. Even if this is not possible, the ion exchange resin must be changed frequently.
[0010]
In view of the problems of the prior art, the present invention is a method for treating wastewater and sludge containing ammonia ions and SS, hardness components (Ca, Mg) or metal ions that generate hydroxide when the pH is raised. It is an object of the present invention to provide an ammonia treatment method and apparatus that are particularly effective for ammonia-containing wastewater or sludge that tends to cause scaling and blockage.
More specifically, ammonia can be efficiently stripped and removed without clogging the distillation column even for ammonia-containing wastewater mixed with substances that cause precipitation due to SS and alkali. A method and apparatus for treating ammonia in wastewater or sludge capable of long-term operation is provided.
Another object of the present invention is to provide an ammonia treatment method and apparatus capable of obtaining high removal performance with a small amount of steam blowing.
Still another object of the present invention is to provide an ammonia treatment method and apparatus capable of greatly reducing the installation area compared to the prior art.
[0011]
[Means for Solving the Problems]
In order to solve such a problem, the present invention connects a group of evaporators having substantially hollow interiors in a series in a vertical direction from the upper stage evaporator into which the raw water containing ammonia is introduced toward the downstream stage evaporator group. ammonia processing apparatus formed by arranging the vertical using Te, the raw water containing ammonia, was placed in the upper side of the evaporation in the can, after distillation of the ammonia vapor by stirring with steam, to stop the steam introduction, the upper The inside of the evaporator on the side is discharged into the lower evaporator by releasing the atmosphere, and then the process water is discharged to the next stage by introducing and stopping the steam and opening the atmosphere to the evaporator until reaching the final stage for each evaporator. The ammonia distillation is carried out by repeating the batch processing operation by sequentially switching to the above.
[0012]
According to this invention, scale removal is possible while operating for batch processing.
As in the prior art shown in FIG. 2 (a), the packed tower 101 and the plate tower have a large number of reduced portions 102 in the flow path. It becomes smaller and there are many scale troubles.
On the other hand, as shown in FIG. 2B, the present invention uses hollow cylindrical cans 11 to 13 so that the overall flow path area is reduced even if the scale 9 adheres to the inner wall surface of the cylindrical can. The scale trouble can be greatly reduced, and the maintenance interval for removing the scale can be greatly reduced.
As a method for reducing the amount of steam used in the present invention, as shown in the examples described later, a method of flowing the evaporator group in series may be adopted, and a combination with steam recovery using a steam compressor and an ejector is possible. May be used.
[0013]
In the present invention, since the internal structure is simple due to the batch type cylindrical can, chemical cleaning is easy. For example, scale components such as Mg and Ca are known to dissolve by acidifying the pH, and in the case of hard Ca scale, ethylenediaminetetraacetic acid (EDTA) is effective for dissolution. It has been known.
[0014]
According to a second aspect of the invention, a concatenation of evaporators group series (series), the actual qualitative uppermost side evaporator downstream stage evaporation the evaporator group cavity raw water containing ammonia is introduced It is an ammonia treatment device that is connected to a series in a vertical type for a group of cans and arranged in a vertical type,
Steam introduction means for sequentially introducing the steam introduced into the downstream-stage evaporator into the upstream-stage evaporator;
Treated water discharge means for connecting an atmosphere opening passage to each of the evaporators, sequentially opening the evaporators to the atmosphere through the passages, and sequentially dropping the treated water treated on the upstream stage side to the evaporator on the downstream stage side,
Switching means for selectively introducing the steam and releasing the atmosphere;
The ammonia processing apparatus is characterized in that ammonia distillation is performed by repeating the batch processing operation by switching the steam supplied and stopped by the switching means and discharging the treated water to the next stage by opening to the atmosphere for each evaporator .
[0015]
In this case, an air release passage is connected to each of the evaporators, the evaporators are sequentially opened to the atmosphere through the passages, and the treated water processed on the upstream stage side is sequentially dropped into the evaporator on the downstream stage side to perform the multi-stage treatment. Further, it is preferable that a switching means for selectively introducing the steam and releasing the atmosphere is provided so that the ammonia treatment in each evaporator can be processed batchwise.
[0016]
Furthermore, the present invention relates to a steam introduction means, the ammonia vapor that has been distilled in evaporator downstream stage side, by a means that is introduced into the evaporator of the entrained sequentially upstream the steam towards the evaporator upstream stage side It is preferable that the ammonia vapor sequentially introduced into the upstream evaporator by the introduction means is sequentially concentrated and distilled.
This makes it possible to obtain high-concentration ammonia distilled water with a reduced ammonia concentration in the treated water and a small amount of steam.
[0017]
Further, in the present invention, the diameter of the treated water discharge pipe for connecting the group of substantially hollow evaporators in series may be 1/20 or more, preferably 1/4 or more and 1 or less of the diameter of the evaporator. Thereby, even when a scale adheres to the treated water discharge pipe, blockage can be prevented. Further, in the present invention, it is preferable that a treatment water discharge pipe for connecting the evaporator group in series is provided with a means for absorbing expansion or vibration such as expansion.
Furthermore, in the present invention, for batch processing, a heat absorbing means for absorbing the vibration even when vibration is generated is provided at the connecting portion of each stage of the evaporator. For this reason, the connecting portion is not damaged even by repeated introduction of steam and release to the atmosphere.
[0018]
Furthermore, a mist removing device is interposed in the pipe line for introducing the steam into each of the evaporators, thereby preventing the scale from adhering to the steam pipe.
[0019]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the present invention will be described in detail with reference to the embodiments shown in the drawings. However, unless otherwise specified, the dimensions, shapes, relative arrangements, and the like of the components described in this embodiment are merely illustrative examples and not intended to limit the scope of the present invention.
FIG. 1 shows a three-stage batch type ammonia stripping apparatus according to an embodiment of the present invention, in which an evaporator group in which evaporators 11 to 13 are connected in series in three stages is vertically arranged.
As shown in FIG. 2 (b), the evaporators 11 to 13 are don-shell cylindrical cans with no filling inside, and a discharge pipe 21 for discharging treated water into the next stage evaporator or treatment tank is provided at the bottom. It has been. In addition, as shown in FIG. 1, the connection part of the discharge pipe 21 of each step | paragraph is made to function as a heat | fever extension or vibration absorption part through the expansion 18 for vibration absorption as shown in FIG. Further, the evaporators 11 to 13 may be not only cylindrical cans but also rectangular tubes and truncated cone cans having a conical bottom. By setting the diameter of the discharge pipe to 1/20 or more, preferably 1/4 to 1 with respect to the diameter of the evaporator, it is possible to discharge at once, and clogging does not cause clogging.
[0020]
A pipe 20 for supplying raw water whose pH is adjusted is connected to the first-stage evaporator 11 via a raw water supply valve 23. Reference numeral 29 denotes a concentrated ammonia vapor extraction pipe, and the concentrated ammonia vapor extracted from the pipe 29 is cooled and condensed by the cooling water in the condenser 14 and led to the recovered ammonia water tank 50.
30B is a pipe for introducing the steam from the second stage evaporator into the first stage evaporator through the mist removing device 17, and the pipe 30B is an air release valve from the air vent pipes 10 and 10A after the completion of the steam introduction heating. The atmosphere is introduced by opening 15 and the opening of the discharge valve 24 (open to the atmosphere), so that the treated water can be discharged to the second stage evaporator 12 at once.
[0021]
The second-stage evaporator 12 is also connected to a pipe 21 for supplying treated water from the first-stage evaporator 11 via an expansion 18 and a discharge valve 24. 30A is a pipe for introducing the vapor from the third stage evaporator into the second stage evaporator through the mist removing device 17, and the pipe 30A is air-conditioned from the air vent pipes 10 and 10B after completion of the steam introduction heating. The atmosphere is introduced by opening the release valve 16 and the discharge valve 25 (open to the atmosphere), and the treated water can be discharged to the third stage evaporator 13 at a stretch.
[0022]
The third-stage evaporator 13 is also connected to a pipe 21 for supplying treated water from the second-stage evaporator 12 via an expansion 18 and a discharge valve 25. Reference numeral 30 denotes a pipe through which steam is blown into the third-stage evaporator 13 by the steam supply valve 31.
Further, after the completion of the steam blowing, the three-stage evaporator 13 is introduced with the atmosphere by opening the air release valve 16 and opening the discharge valve 26 from the steam pipe 30A and the air vent pipes 10 and 10B (open to the atmosphere), and the treated water tank. 60 is configured such that treated water can be discharged at once.
[0023]
The pH adjusting tank 41 is configured to supply a pH adjusting agent in accordance with a pH meter 46 attached to the treated water tank 60 after supplying raw water from the raw water supply pipe 20A. Caustic soda is the most common pH adjuster, but relatively inexpensive calcium hydroxide, calcium oxide, magnesium hydroxide, magnesium oxide, and the like can also be used.
The pH adjustment can be performed by supplying a pH adjusting agent according to a pH meter 45 attached to the pH adjusting tank 41. The pH at this time is preferably 9 to 10.5 in the treated water tank and 9 to 12 in the pH adjusting tank.
[0024]
The raw water whose pH has been adjusted as described above is supplied from the raw water supply pipe 20 through the raw water supply valve 23 until the level reaches a predetermined level by a level meter 51 attached to the first stage evaporator. 11 is sent.
On the other hand, a level meter 52 is connected to the recovered ammonia water tank 50 on the outlet side of the condenser 14, and the amount of steam is adjusted via the steam supply valve 31 so that the amount of recovered ammonia water evaporated becomes a predetermined amount.
[0025]
Next, the operation procedure of this embodiment will be described.
The first discharge valve 24 is closed, the pH-adjusted raw water is introduced into the first evaporator 11, and the valve 23 is closed. Then, the steam is supplied to the third stage evaporator 13 through the steam blowing pipe 30. It introduce | transduces and the treated water of this evaporator 13 is heated. When the temperature in the evaporator 13 is heated, the ammonia vapor, along with water vapor, passes through the steam pipe 30A and enters the second stage evaporator 12, and similarly, the treated water is heated by steam and the ammonia in the treated water is heated to the steam side. Taken out. Subsequently, ammonia vapor from the second stage evaporator 12 together with water vapor passes through the steam pipe 30B and enters the first stage evaporator 11, and is heated in the same manner, and ammonia in the treated water is further taken out to the steam side. As a result, the concentration of recovered ammonia increases. The ammonia vapor generated in the uppermost evaporator 11 is extracted from the extraction pipe 29, cooled and condensed by the cooling water in the condenser 14, and led to the recovered ammonia water tank 50.
In the recovered ammonia water tank 50, after a predetermined amount of concentrated ammonia is recovered by the level meter 52, the steam supply valve 31 is closed and the introduction of steam is stopped.
[0026]
After the stop of the blowing of steam, the third stage evaporator 13 is treated with the atmosphere introduced from the steam pipe 30A and the air vent pipes 10 and 10B by opening the atmosphere release valve 16 and opening the discharge valve 26 (atmosphere release). The treated water is discharged into the water tank 60 at once.
After that, when the discharge valve 26 is closed and the discharge valve 25 is opened, the atmosphere is introduced from the steam pipe 30 </ b> A and the air vent pipes 10, 10 </ b> B by opening the atmosphere release valve 16 (atmosphere release). The treated water is discharged into the can 13.
Further, when the discharge valve 25 is closed and the discharge valve 24 is opened, the first-stage evaporator 11 is also introduced into the first-stage evaporator 11 by opening the atmosphere release valve 15 from the air vent pipes 10 and 10A (open to the atmosphere). The treated water is discharged to the second stage evaporator 12.
[0027]
Then, the first discharge valve 24 is closed, the raw water supply valve 23 is opened, and the raw water whose pH is adjusted is dropped into the first evaporator 11.
Thereafter, steam is introduced into the third-stage evaporator 13 through the steam blow-in pipe 30 to heat the treated water in the evaporator 13 and perform ammonia distillation. When the temperature in the evaporator 13 is heated, ammonia vapor, along with water vapor, passes through the steam pipe 30A and enters the second stage evaporator 12, and similarly, the treated water is steam-heated to perform ammonia distillation. Subsequently, when the inside of the second stage evaporator 12 is heated, the ammonia vapor and water vapor pass through the steam pipe 30B and enter the first stage evaporator 11, and similarly heated to perform ammonia distillation. The ammonia vapor generated in the uppermost evaporator 11 is extracted from the extraction pipe 29, cooled and condensed by the cooling water in the condenser 14, and led to the recovered ammonia water tank 50.
Thereafter, the above operation is repeated.
[0028]
According to such an example, when the evaporation rate was 20%, the ammonia concentration of the treated water decreased from 2500 ppm to about 500 ppm in one distillation process, but dropped into the evaporator for three stages and repeated three times. In the case of performing distillation, the ammonia concentration of the treated water could be greatly reduced from 2500 ppm to 15 ppm. In addition, as a result of continuous operation, the processing performance was not lowered due to scaling and the operation was not disabled.
【The invention's effect】
As described above, according to the present invention, the present invention uses an internal cavity type evaporator and is used for batch processing when ammonia nitrogen and SS content, hardness components (Ca, Mg) or pH is increased. Scaling and clogging do not occur even in the treatment of wastewater and sludge containing metal ions that generate hydroxide. More specifically, ammonia can be efficiently stripped and removed without clogging the evaporator even for ammonia-containing wastewater mixed with substances that cause precipitation due to SS or alkali. Ammonia treatment in waste water or sludge that can be operated for a long time can be performed.
Further, according to the present invention, since the evaporator group is connected in series, a high removal performance can be obtained with a small amount of steam blown.
Further, according to the present invention, by arranging the evaporators connected to the series in a vertical type, a large installation area can be reduced.
[Brief description of the drawings]
FIG. 1 is a block diagram of a main part of a three-stage batch type ammonia stripping apparatus according to an embodiment of the present invention.
2A is a schematic diagram of a conventional packed tower, FIG. 2B is a schematic diagram of an evaporator according to the present invention, the left is a perspective view, the center is a plan view, and the right is a scale attached. FIG.
[Explanation of symbols]
11 to 13 Evaporator 10, 10A, 10B Air vent pipe 15, 16 Atmospheric release valve 23 Raw water supply valve 24, 25, 26 Discharge valve 14 Condenser 17 Mist removal device 18 Expansion 30, 30A, 30B Steam pipe 31 Steam supply valve 20A , 20 Raw water supply pipe 21 Drain pipe 29 of each stage 29 Ammonia vapor extraction pipe 41 pH adjustment tank 50 Recovery ammonia water tank 60 Treatment water tank 42 pH adjustment agent supply pipe 43 pH adjustment agent supply valve 44 Raw water supply pump 45 pH adjustment tank pH meter 46 Treatment water tank pH meter 51 Evaporator level meter 52 Recovered ammonia water tank level meter

Claims (5)

実質的に内部が空洞の蒸発缶群をアンモニアを含む原水が投入される上段側蒸発缶より下流段側蒸発缶群に向けシリーズに連結して縦型に配置してなるアンモニア処理装置を用い、アンモニアを含む原水を、前記上段側の蒸発缶内に投入し、蒸気による撹拌によりアンモニア蒸気を蒸留した後、前記蒸気導入を停止し、上段側の該蒸発缶内を大気開放により処理水を下段の蒸発缶排出し、以下最終段に至る蒸発缶まで、蒸気導入及び停止と大気開放による次段への処理水排出を各蒸発缶毎に順次切り換えてバッチ処理動作の繰り返しによりアンモニア蒸留を行うことを特徴とするアンモニア処理方法。 Using an ammonia treatment device that is arranged vertically in a series connected to a downstream stage evaporator group from an upper stage evaporator into which raw water containing ammonia is injected into a group of substantially empty evaporators, Raw water containing ammonia is put into the upper evaporator, and after the ammonia vapor is distilled by stirring with steam, the introduction of the steam is stopped, and the treated water is released into the lower stage by opening the upper evaporator to the atmosphere. discharged to the evaporator, to evaporate cans to the final stage following, the ammonia by distillation repeated batch processing operations sequentially switches the treated water discharged to the next stage by steam introduction and stop the air opening in each evaporator A method for treating ammonia. 質的に空洞の蒸発缶群をアンモニアを含む原水が投入される最上段側蒸発缶より下流段側蒸発缶群に向け縦型にシリーズに連結して縦型に配置してなるアンモニア処理装置であって、
下流段側の蒸発缶に導入された蒸気が順次上流段側の蒸発缶に導入される蒸気導入手段と、
前記蒸発缶夫々に大気開放通路を連結し、該通路により順次蒸発缶を大気開放して上流段側で処理された処理水を順次下流段側の蒸発缶に落とす処理水排出手段と、
前記蒸気の導入と大気開放を選択的に行う切り換え手段とを設け、
前記切換手段による蒸気導入及び停止と大気開放による次段への処理水排出を各蒸発缶毎に切り換えてバッチ処理動作の繰り返しによりアンモニア蒸留を行うことを特徴とするアンモニア処理装置。
Real qualitatively cavity evaporator group vertical ammonia treatment device formed by arranging the vertical linked to series toward the downstream stage evaporator group than the uppermost side evaporation cans raw water is turned containing ammonia Because
Steam introduction means for sequentially introducing the steam introduced into the downstream-stage evaporator into the upstream-stage evaporator;
Treated water discharge means for connecting an atmosphere opening passage to each of the evaporators, sequentially opening the evaporators to the atmosphere through the passages, and sequentially dropping the treated water treated on the upstream stage side to the evaporator on the downstream stage side,
Switching means for selectively introducing the steam and releasing the atmosphere;
An ammonia treatment apparatus characterized in that ammonia distillation is carried out by repeating batch processing operation by switching the steam introduction and stop by the switching means and discharging the treated water to the next stage by opening to the atmosphere for each evaporator .
前記蒸気導入手段が、下流段側の蒸発缶で蒸留されたアンモニア蒸気、上流段側の蒸発缶に向かう蒸気に同伴されて順次上流側の蒸発缶に導入される手段であって、該導入手段により順次上流側の蒸発缶に導入されたアンモニア蒸気を順次濃縮して蒸留可能に構成したことを特徴とする請求項2記載のアンモニア処理装置。 The steam introduction means is a means for introducing ammonia vapor distilled in the downstream-stage evaporator into the upstream-side evaporator along with the steam directed to the upstream-stage evaporator , 3. The ammonia processing apparatus according to claim 2, wherein ammonia vapor sequentially introduced into the upstream evaporator by the means is configured to be successively concentrated and distilled. 蒸発缶群をシリーズに連結する処理水排出管に熱膨張による延びまたは振動の吸収手段が介装されている請求項2記載のアンモニア処理装置。  3. An ammonia treatment apparatus according to claim 2, wherein means for extending or vibrating due to thermal expansion is interposed in the treated water discharge pipe connecting the evaporator groups in series. 前記夫々の蒸発缶に蒸気を導入する管路に、ミスト除去装置が介装されている請求項2記載のアンモニア処理装置。  The ammonia processing apparatus according to claim 2, wherein a mist removing device is interposed in a conduit for introducing steam into each of the evaporators.
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