JPS6238015B2 - - Google Patents

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Publication number
JPS6238015B2
JPS6238015B2 JP58196660A JP19666083A JPS6238015B2 JP S6238015 B2 JPS6238015 B2 JP S6238015B2 JP 58196660 A JP58196660 A JP 58196660A JP 19666083 A JP19666083 A JP 19666083A JP S6238015 B2 JPS6238015 B2 JP S6238015B2
Authority
JP
Japan
Prior art keywords
gas
activated sludge
methane fermentation
hydrogen sulfide
aeration
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
Application number
JP58196660A
Other languages
Japanese (ja)
Other versions
JPS6087835A (en
Inventor
Atsuhiro Honda
Joji Fukuyama
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.)
OOSAKASHI
Original Assignee
OOSAKASHI
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 OOSAKASHI filed Critical OOSAKASHI
Priority to JP58196660A priority Critical patent/JPS6087835A/en
Publication of JPS6087835A publication Critical patent/JPS6087835A/en
Publication of JPS6238015B2 publication Critical patent/JPS6238015B2/ja
Granted legal-status Critical Current

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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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A50/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
    • Y02A50/20Air quality improvement or preservation, e.g. vehicle emission control or emission reduction by using catalytic converters
    • 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
    • Y02CCAPTURE, STORAGE, SEQUESTRATION OR DISPOSAL OF GREENHOUSE GASES [GHG]
    • Y02C20/00Capture or disposal of greenhouse gases
    • Y02C20/20Capture or disposal of greenhouse gases of methane
    • 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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel
    • 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
    • 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
    • Y02W10/20Sludge processing

Landscapes

  • Treating Waste Gases (AREA)
  • Gas Separation By Absorption (AREA)
  • Activated Sludge Processes (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Treatment Of Sludge (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

近年、有機性の汚泥、し尿、厨芥、産業廃棄
物、ごみ等の高含水率の廃棄物やバイオマス資源
から、経済的にエネルギーを回収する手段とし
て、メタン発酵や嫌気性消化処理法が注目されて
いる。このメタン発酵ガス中には、通常メタン45
〜75%、炭酸ガス25〜55%を含み、その他に20〜
4000μ/の硫化水素を含んでいる。そのメタ
ンガスをエネルギー源として利用する際に、硫化
水素は酸化されて、亜硫酸ガスや硫酸ミストにな
り、ボイラーや燃焼炉を腐食したり、大気汚染源
となるので、徹底して除去しなければならない、
又メタン発酵ガスをガスホルダーに貯留する場合
も、ガスホルダー、ブロワなどを腐食する危険性
がある。また、メタン発酵槽内を撹拌する際に、
その発生ガスを槽内でバブリングさせる方式が採
られるケースが多いが、そのガス中に硫化水素が
多いと、槽内被処理スラリー中に硫化物が多くな
つて、メタン発酵を阻害する危険性があるので、
その再循環ガスを脱硫しておくことが望まれる。 而してメタン発酵ガスの脱硫には、古くから下
水汚泥やし尿の消化ガスを対象に、種々な方法や
装置が採用されてきている。それは大別して乾式
と湿式とに分けられ、乾式では主として鉄粉、鉄
のキリコ、鉄と通気抵抗を減らす粒状物の混合
物、活性炭などが使われ、脱硫で硫化鉄になつた
脱硫剤は酸化して再使用したり、活性炭を脱着し
て再使用したりしてきた。そのため、吸収装置は
2連以上設けて交互使用し、酸化や脱着のための
装置も必要である。鉄による脱硫は70〜85%除去
が期待される。 湿式脱硫装置は、通常、空気と遮断した状態の
スクラバーにメタン発酵ガスを送り、苛性ソー
ダ、炭酸ソーダ、塩素水などでスクラビングする
ことによつて行われている。硫化水素は、硫化ソ
ーダやイオウとして固定、除去されることにな
り、それらの脱硫では80〜99%程度除去される。
それらの方式は、H2S濃度にもよるが、大量の薬
剤を消費することになり、特に苛性ソーダではガ
ス中の炭酸ガスを吸収するので、その消費量は大
きい。その他、有機性薬剤で脱硫する方法もあ
る。 この様に従来の方法はいずれの方法を見ても工
業的実施に際しては経済的で高効率なものではな
く、この種大規模な分野に於いては現実的実施に
大きな問題がある。 本発明者は従来のこの難点解消のために従来か
ら研究を続けて来た。本発明者はまた一方10年以
上前から、各種悪臭成分を下水、し尿、有機性工
場廃水などの処理で生成する活性汚泥を用いて、
生物学的に酸化、脱臭する技術の研究と技術開発
を行つてきた。 このため本発明者は活性汚泥処理の手段をメタ
ン発酵ガスの脱硫に応用出来ないであろうかとの
全く新しい着想に至つた。しかし、この際好気的
に処理すると、メタン発酵ガスに空気が混入して
稀釈され爆発の危険性が生じしかも燃料ガスとし
ての価値を低下させてしまう。このため、活性汚
泥処理に当つて、メタン発酵ガスに空気が混入す
ることは避けなければならない。しかもその上
で、活性汚泥は好気的に保つ必要がある。従つ
て、活性汚泥処理技術を、酸素が存在しないか又
は極めて少ないメタン発酵ガスにそのまま適用す
ることは、困難であると考えられる。然るに、本
発明者は、鋭意研究を続け、メタン発酵ガスを空
気を遮断した状態の気液接触装置において、好気
的に保つた活性汚泥混液又は/及び硫化水素酸化
細菌を含む培養液と接触させることにより、空気
を混入させることなくメタン発酵ガスを効率的に
脱硫できるという意外な事実を見い出し、またそ
のための新たな装置を開発するのに成功し、本発
明を完成するに至つた。 即ち本発明は、好気的に保つた活性汚泥混液又
は/及び硫化水素酸化細菌を含む培養液とメタン
発酵ガスとを、空気を遮断した状態の気液接触装
置に導入して接触させることを特徴とするメタン
発酵ガスの活性汚泥による脱硫方法、並びに容器
を隔壁を設けて2分し、その1つを空気を遮断し
た状態の気液接触部となし、他方を曝気部とな
し、該気液接触部下部にメタン発酵ガス導入部を
また該曝気部下部に空気導入部を夫々設けると共
に、上記隔壁の上部に曝気部からの好気的に保た
れた活性汚泥混液又は/及び硫化水素酸化細菌を
含む培養液を気液接触部に導入するための開口を
また隔壁の下部に気液接触部からの活性汚泥混液
又は/及び硫化水素酸化細菌を含む培養液を曝気
部に導入するための開口を夫々設けたことを特徴
とするメタン発酵ガスの脱硫装置に係るものであ
る。 上記本発明によれば、空気を混入させることな
くメタン発酵ガス中の硫化水素を効率良く除去で
きるので、燃焼の際のボイラー等の腐食や大気汚
染の問題が解消され、しかも空気の混入がないの
で燃料ガスとしての価値の低下もなく、処理後の
メタン発酵ガスを各種のエネルギー源として好適
に有効利用できるという効果が奏される。 本発明を図面を用いて下記に説明する。 第1図は本発明法の一実施態様のフローシート
であり、同図中1はメタン発酵槽、2は空気を遮
断した状態の気液接触装置、3は曝気装置、4は
ガスホルダーを示す。メタン発酵槽1で発生した
H2Sを含むメタンガスはパイプ5及びブロワ6を
介して気液接触装置2の下部に導入され、気液接
触装置2内を上昇する。一方接触装置2には曝気
装置(曝気槽)3で充分に曝気され好気的に保持
された活性汚泥または硫化水素酸化細菌を含む混
液がポンプ7により導入され、こゝで硫化水素を
含むメタンガスと向流的に接触し、硫化水素を分
解除去する。硫化水素が分解除去されたメタンガ
スはパイプ8を通つてガスホルダー4に移送され
る。尚曝気装置3ではパイプ9による空気が導入
されている。また気液接触装置2の下部からは混
液が排出される。この際の排出される混液は曝気
槽3にもどして循環利用する場合と、そのまま系
外に排除する場合とがある。 下水処理施設、し尿処理施設、有機性工場廃水
処理施設などで、活性汚泥法を採用していてその
余剰汚泥などをメタン発酵しているような場合
は、その活性汚泥処理施設の最終沈殿槽から引き
出した汚泥をいつたん曝気槽3に入れ、混液中に
溶存酸素が含まれるまで曝気して、気液接触装置
2に送入し、そこから排出された混液は一部また
は大半を曝気槽3にもどすか、全部をもとの処理
施設の曝気槽にもどす(系外排除)ことができ
る。その施設に汚泥の再曝気槽がある場合は、曝
気槽3の代りにその再曝気槽を使うこともでき
る。 汚泥、厨芥、ごみ破砕物などを独立してメタン
発酵したり、廃棄物埋立地からの発生ガスを集め
て利用しようとする場合は、近くの活性汚泥処理
施設から、余剰活性汚泥を運んできて、曝気槽3
に入れ、気液接触装置2からの排出混液も曝気槽
3にもどして循環使用することになる。活性汚泥
を入手しにくい場合は、窒素、リン酸、マグネシ
ウム、鉄などの栄養塩を含む培養液または、メタ
ン発酵の消化脱離液を曝気槽3に入れ、気液接触
装置2に送つて循環使用していると、やがて自然
に硫化水素酸化細菌が増殖してきて、脱硫できる
ようになる。別に培養した硫化水素酸化細菌をそ
の培養液に添加して使用することでできる。 また本発明法実施に際しては、気液接触装置2
と曝気槽3とを一体とした装置を使用することも
出来る。この装置は本発明者が新しく開発した装
置でありその基本構造は1つの大型タンクを隔壁
で二つに区分し、一方を気液接触装置として他方
を曝気槽として使用し、曝気槽の空気が気液接触
装置に入いらない様にし、且つ曝気槽の曝気され
た活性汚泥だけが気液接触装置に導入されしかも
ガスとの接触後は曝気槽にもどるように循環でき
る構造にするものである。その一例を第2図に示
す。第2図中10は気液接触部、11は曝気部、
12はメタン発酵ガス導入パイプであり、該ガス
は該ガス導入部としてのその先端13より気液接
触部10中を上昇する。また曝気部11には空気
導入パイプ14が挿入され、空気導入部としての
下端15より空気が導入される。気液接触部10
及び曝気部11には活性汚泥混液16が導入され
ている。曝気部11で曝気され好気的に保持され
た活性汚泥混液は隔壁17の上部と下部に設けら
れた開口18及び19を通して気液接触部10に
循環させる。活性汚泥混液は曝気のための多量の
空気の導入により流動するので、循環流路は空気
導入パイプ14の位置により変動するが、第2図
のようにパイプ14が隔壁17から離れて位置す
る場合には曝気部11中に「→」で示すような流
路となる。即ち、循環流路は、パイプ14の下端
15より空気の導入につれて活性汚泥混液が上方
次いで左方向に流動し、開口18下側の曝気部1
1側に設けられた案内板21に沿つて上部の開口
18より気液接触部10に導入され、これより必
然的に下部の開口19より活性汚泥混液が反送さ
れることにより形成される。気液接触部10では
導入された活性汚泥混液とメタン発酵ガス導入パ
イプ12から導入された該ガスとが接触され、接
触により脱硫された該ガスはガス排出管20より
排出される。ここで、パイプ14が隔壁17から
離して設置てあることと案内板21が邪魔板とし
ても機能することにより空気が気液接触部10に
入ることを完全に防ぐことができる。また、パイ
プ12の先端13より導入されるメタン発酵ガス
は、パイプ12を第2図に示す如く隔壁17から
離れた位置に設置すれば曝気部11側に逃げるこ
とは殆んどないが、必要に応じて、案内板21の
下方の気液接触部10側に邪魔板22を設けるこ
とにより該ガスが曝気部11側に逃げることを完
全に防ぐことができる。第2図中「…」は気体の
動きを示す。 また本発明に於いては、気液接触装置2は曝気
槽3と同じように活性汚泥混液または硫化水素酸
化細菌培養液を満たしたタンクの底部から、メタ
ン発酵ガスを気泡状で圧入する方式を採つてもよ
い。混液を密閉状態のスクラバーに散布し下部か
ら排出できるようにした上で、底部からメタン発
酵ガスを上向き流で送つて、接触させるようにし
てもよい。その接触装置には、空気が混入しない
ように、特に留意する必要がある。 下水、し尿、有機性工場排水などには、通常わ
ずかな硫化物が含まれていて、それらを処理する
活性汚泥曝気槽内の混液中には多少の硫化水素酸
化細菌が棲息している。その細菌群は、混液中に
溶存酸素が検出される以上の好気的条件に保たな
ければ、生育が阻害されることになる。曝気槽3
は活性汚泥処理の曝気槽と同様のものであるが、
そこで溶存酸素を充分溶解させ、酸化還元電位を
高めた混液を気液接触装置2に送つてメタン発酵
ガスと接触させると、ガス中のH2Sは炭酸ガスと
共に、その混液に溶け込むと同時に、溶存酸素は
一部H2Sの溶解と酸化で消費され、酸化還元電位
の低い混液となつて排出されることになる。 メタン発酵ガス中のH2Sは接触によつて混液中
に溶解して除去され、その装置からはH2Sをほと
んど含まないガスが排出される。気液接触装置2
のような散気方式では、水深1mの深さから気泡
にして接触させ、気泡の上昇に要する時間が数秒
でも充分に除去される。混液の気液接触装置2で
の滞留時間は短かい程無難であり、溶存酸素が消
滅するまでに(通常5分以内)排出すればよい。
そのH2Sは混液に溶解し、一部酸化された形で曝
気槽3にもどされるか、本処理の活性汚泥曝気槽
にもどされるが、そこで、さらに酸化分解して亜
硫酸イオンから硫酸イオンにまで変化する。触装
置と曝気槽とを循環して反覆使用していると、混
液中に硫酸イオンが蓄積し、PHが酸性側に傾く危
険性があるがメタン発酵ガス中に炭酸ガスが多く
て、それも一部溶解し、強い緩衝能を示すため
に、長期間循環しても、PH5以下になりにくい。
そのため通常は循環接触でも硫化水素の酸化分解
能力は低下しないが、時々、PHをチエツクし、PH
5以下になれば混液を入れかえるようにすること
が望ましい。また、硫酸イオンが混液中に濃厚に
なつてきた場合(数千mg/)、やはり分解能力
が低下するので、活性汚泥をたえず補給し、一部
を排出するようにしているとそのような危険性は
ない。 し尿のように、H2Sの多い汚水を処理して生成
した活性汚泥は、その脱硫に直ちに使用できる
が、一般の活性汚泥でも前記のように硫化水素酸
化細菌の培養液を使う場合でも、その装置での条
件に適合し硫化水素酸化細菌が増殖し優勢を占め
るまでに、数日間を要することが多い。そのため
新しい汚泥や培養液を使う場合、接触装置と曝気
槽の間を循環して、数日間馴致することが必要で
ある。 通常の活性汚泥を2日間馴致後、メタン発酵ガ
スと散気方式で接触させてると、ガス中のH2Sは
著しく除去されるようになる。その除去の程度
は、ガス中のH2S濃度、供給する混液の量、混液
の濃度などによつて変化することが明らかであ
り、汚泥混液の浮遊物質(MLSS)または、混液
浮遊可燃性物質(MLVSS)の1Kgに対して1日
に供給するH2S量がもつとも重要である。その
H2S負荷を変えて前記のような方式でH2Sの除去
効果を調べると表1の通りである。メタン発酵ガ
ス中のH2S除去の必要程度はその精製ガスの用途
やガス中H2S濃度などによつて異なるが最低80%
の除去は必要とみられる。その効率を期待しよう
とすると、混液浮遊物質1Kg当り、1日にH2S10
g以下の負荷に保たねばならないとみられる。そ
の負荷が2.5g/MLSS−Kg/日以下では、H2Sは
99%以上除去することができる。それを硫化水素
酸化細菌培養液で行うと、その培養液の浮遊物質
1Kg当りH2Sは、活性汚泥の場合の約10倍の負荷
を与えることができる。
In recent years, methane fermentation and anaerobic digestion methods have attracted attention as a means of economically recovering energy from biomass resources and wastes with high moisture content such as organic sludge, human waste, kitchen waste, industrial waste, and garbage. ing. This methane fermentation gas usually contains methane 45
Contains ~75%, carbon dioxide gas 25~55%, and 20~
Contains 4000 μ/m of hydrogen sulfide. When using methane gas as an energy source, hydrogen sulfide is oxidized and becomes sulfur dioxide gas or sulfuric acid mist, which corrodes boilers and combustion furnaces and becomes a source of air pollution, so it must be thoroughly removed.
Also, when methane fermentation gas is stored in a gas holder, there is a risk of corrosion of the gas holder, blower, etc. Also, when stirring the inside of the methane fermentation tank,
In many cases, a method is adopted in which the generated gas is bubbled in the tank, but if there is a large amount of hydrogen sulfide in the gas, there is a risk that the slurry to be treated in the tank will contain a large amount of sulfide, inhibiting methane fermentation. Because there is
It is desirable to desulfurize the recycled gas. For the desulfurization of methane fermentation gas, various methods and devices have been used for a long time to target the digestion gas of sewage sludge and human waste. It is broadly divided into dry type and wet type. In the dry type, iron powder, iron chilico, a mixture of iron and granules that reduce ventilation resistance, activated carbon, etc. are mainly used. The activated carbon has been desorbed and reused. Therefore, two or more absorption devices are required to be used alternately, and devices for oxidation and desorption are also required. Desulfurization with iron is expected to remove 70-85%. Wet desulfurization equipment is usually carried out by sending methane fermentation gas to a scrubber that is isolated from the air, and scrubbing with caustic soda, soda carbonate, chlorinated water, etc. Hydrogen sulfide is fixed and removed as soda sulfide and sulfur, and desulfurization removes about 80 to 99%.
Although these methods depend on the H 2 S concentration, they consume a large amount of chemicals, especially caustic soda, which absorbs carbon dioxide gas from the gas, so its consumption is large. Another method is to desulfurize using organic chemicals. As described above, none of the conventional methods are economical and highly efficient in industrial implementation, and there are serious problems in practical implementation in this kind of large-scale field. The present inventor has been conducting research to solve this conventional problem. On the other hand, for more than 10 years, the present inventor has been using activated sludge, which is produced by treating sewage, human waste, organic industrial wastewater, etc., to remove various malodorous components.
We have been researching and developing biological oxidation and deodorization technology. For this reason, the inventor came up with a completely new idea that activated sludge treatment could be applied to desulfurization of methane fermentation gas. However, if the methane fermentation gas is treated aerobically, air will be mixed in and diluted, creating a risk of explosion and reducing its value as a fuel gas. Therefore, in activated sludge treatment, it is necessary to avoid mixing air into the methane fermentation gas. Furthermore, activated sludge must be maintained aerobically. Therefore, it is considered difficult to directly apply activated sludge treatment technology to methane fermentation gas in which oxygen is absent or in a very small amount. However, the inventor of the present invention has continued to conduct intensive research and has determined that methane fermentation gas is brought into contact with an activated sludge mixture kept aerobically and/or a culture solution containing hydrogen sulfide oxidizing bacteria in a gas-liquid contact device with air cut off. They discovered the surprising fact that by doing so, methane fermentation gas can be efficiently desulfurized without introducing air, and also succeeded in developing a new device for this purpose, leading to the completion of the present invention. That is, the present invention involves introducing an activated sludge mixture kept aerobically and/or a culture solution containing hydrogen sulfide oxidizing bacteria and methane fermentation gas into a gas-liquid contacting device in a state where air is shut off, and bringing them into contact with each other. The desulfurization method using activated sludge for methane fermentation gas is characterized by a method in which the container is divided into two parts by providing a partition wall, one of which is used as a gas-liquid contacting part with air cut off, and the other part is used as an aeration part. A methane fermentation gas introduction section is provided at the bottom of the liquid contact section, and an air introduction section is provided at the bottom of the aeration section, and the activated sludge mixture and/or hydrogen sulfide oxidation kept aerobically from the aeration section is provided at the top of the partition wall. An opening is provided at the bottom of the partition wall for introducing the culture solution containing bacteria into the gas-liquid contact section, and an opening is provided at the bottom of the partition wall for introducing the culture solution containing activated sludge mixture and/or hydrogen sulfide oxidizing bacteria from the gas-liquid contact section into the aeration section. This invention relates to a desulfurization device for methane fermentation gas, which is characterized in that each opening is provided. According to the present invention, hydrogen sulfide in methane fermentation gas can be efficiently removed without mixing air, so problems of corrosion of boilers and air pollution during combustion are solved, and there is no mixing of air. Therefore, the value of the methane fermentation gas as a fuel gas does not decrease, and the methane fermentation gas after treatment can be suitably and effectively used as various energy sources. The present invention will be explained below using the drawings. FIG. 1 is a flow sheet of one embodiment of the method of the present invention, in which 1 is a methane fermentation tank, 2 is a gas-liquid contact device with air cut off, 3 is an aeration device, and 4 is a gas holder. . Occurred in methane fermentation tank 1
Methane gas containing H 2 S is introduced into the lower part of the gas-liquid contact device 2 via the pipe 5 and the blower 6, and rises inside the gas-liquid contact device 2. On the other hand, activated sludge or a mixed liquid containing hydrogen sulfide oxidizing bacteria, which has been sufficiently aerated in an aeration device (aeration tank) 3 and held aerobically, is introduced into the contact device 2 by a pump 7, whereupon methane gas containing hydrogen sulfide is introduced into the contact device 2. in countercurrent contact with the hydrogen sulfide to decompose and remove hydrogen sulfide. Methane gas from which hydrogen sulfide has been decomposed and removed is transferred to the gas holder 4 through a pipe 8. Note that air is introduced into the aeration device 3 through a pipe 9. Further, the mixed liquid is discharged from the lower part of the gas-liquid contact device 2. The mixed liquid discharged at this time may be returned to the aeration tank 3 and recycled, or may be directly discharged from the system. If the activated sludge method is used in a sewage treatment facility, human waste treatment facility, organic industrial wastewater treatment facility, etc., and the surplus sludge is subjected to methane fermentation, the final settling tank of the activated sludge treatment facility The drawn sludge is put into the aeration tank 3, aerated until dissolved oxygen is included in the mixed liquid, and then sent to the gas-liquid contact device 2. Part or most of the mixed liquid discharged from there is transferred to the aeration tank 3. The waste can be returned to its original state, or all of it can be returned to the aeration tank of the original treatment facility (exclusion from the system). If the facility has a sludge reaeration tank, that reaeration tank can be used instead of the aeration tank 3. If you want to perform methane fermentation on sludge, kitchen waste, crushed garbage, etc., or collect and use the gas generated from a waste landfill, you need to transport surplus activated sludge from a nearby activated sludge treatment facility. , aeration tank 3
The mixed liquid discharged from the gas-liquid contacting device 2 is also returned to the aeration tank 3 for circulation. If activated sludge is difficult to obtain, a culture solution containing nutrients such as nitrogen, phosphoric acid, magnesium, and iron, or a digestion and desorption solution from methane fermentation is placed in the aeration tank 3 and sent to the gas-liquid contact device 2 for circulation. As the product is used, hydrogen sulfide oxidizing bacteria will naturally grow and desulfurization will occur. It can be used by adding separately cultured hydrogen sulfide oxidizing bacteria to the culture solution. In addition, when implementing the method of the present invention, the gas-liquid contact device 2
It is also possible to use a device in which the aeration tank 3 and the aeration tank 3 are integrated. This device is a newly developed device by the present inventor, and its basic structure is that one large tank is divided into two by a partition wall, and one is used as a gas-liquid contact device and the other as an aeration tank, so that the air in the aeration tank is The structure is such that only the aerated activated sludge in the aeration tank is introduced into the gas-liquid contact device, and that it can be circulated back to the aeration tank after contact with the gas. An example is shown in FIG. In Fig. 2, 10 is a gas-liquid contact part, 11 is an aeration part,
Reference numeral 12 denotes a methane fermentation gas introduction pipe, and the gas rises in the gas-liquid contact section 10 from its tip 13 serving as the gas introduction section. Further, an air introduction pipe 14 is inserted into the aeration section 11, and air is introduced from a lower end 15 serving as an air introduction section. Gas-liquid contact part 10
An activated sludge mixture 16 is introduced into the aeration section 11. The activated sludge mixture aerated and aerobically maintained in the aeration section 11 is circulated to the gas-liquid contact section 10 through openings 18 and 19 provided at the upper and lower parts of the partition wall 17. Since the activated sludge mixture flows by introducing a large amount of air for aeration, the circulation flow path varies depending on the position of the air introduction pipe 14, but when the pipe 14 is located away from the partition wall 17 as shown in FIG. In this case, there is a flow path in the aeration section 11 as shown by "→". That is, in the circulation flow path, as air is introduced from the lower end 15 of the pipe 14, the activated sludge mixture flows upward and then to the left, and the aeration section 1 below the opening 18 flows.
The activated sludge mixture is introduced into the gas-liquid contacting part 10 through the upper opening 18 along the guide plate 21 provided on the first side, and is inevitably returned from the activated sludge mixture through the lower opening 19. In the gas-liquid contact section 10, the introduced activated sludge mixture is brought into contact with the gas introduced from the methane fermentation gas introduction pipe 12, and the gas desulfurized by the contact is discharged from the gas discharge pipe 20. Here, since the pipe 14 is installed apart from the partition wall 17 and the guide plate 21 also functions as a baffle plate, it is possible to completely prevent air from entering the gas-liquid contact portion 10. In addition, the methane fermentation gas introduced from the tip 13 of the pipe 12 will hardly escape to the aeration part 11 side if the pipe 12 is installed at a position away from the partition wall 17 as shown in FIG. Accordingly, by providing the baffle plate 22 below the guide plate 21 on the gas-liquid contacting part 10 side, it is possible to completely prevent the gas from escaping to the aeration part 11 side. In Fig. 2, "..." indicates the movement of gas. In addition, in the present invention, the gas-liquid contact device 2 uses a method in which methane fermentation gas is injected in the form of bubbles from the bottom of a tank filled with an activated sludge mixture or a hydrogen sulfide oxidizing bacteria culture solution, in the same way as the aeration tank 3. You can pick it up. The mixed liquid may be sprayed into a closed scrubber so that it can be discharged from the bottom, and then the methane fermentation gas may be sent in an upward flow from the bottom to bring it into contact with the scrubber. Particular care must be taken to prevent air from entering the contact device. Sewage, human waste, organic industrial wastewater, etc. usually contain a small amount of sulfide, and the mixed liquid in the activated sludge aeration tank used to treat them is inhabited by some hydrogen sulfide oxidizing bacteria. The growth of this bacterial group will be inhibited unless it is kept under aerobic conditions at a level where dissolved oxygen is detected in the mixed solution. Aeration tank 3
is similar to an aeration tank for activated sludge treatment,
Therefore, when the mixed liquid in which the dissolved oxygen has been sufficiently dissolved and the redox potential has been increased is sent to the gas-liquid contacting device 2 and brought into contact with the methane fermentation gas, H 2 S in the gas dissolves into the mixed liquid together with carbon dioxide gas, and at the same time, A portion of the dissolved oxygen is consumed by dissolving and oxidizing H 2 S, and is discharged as a mixed liquid with a low redox potential. H 2 S in the methane fermentation gas is removed by being dissolved in the mixed liquid through contact, and a gas containing almost no H 2 S is discharged from the device. Gas-liquid contact device 2
In the aeration method, bubbles are brought into contact with the water from a depth of 1 meter, and even if the time required for the bubbles to rise is several seconds, sufficient removal is achieved. The shorter the residence time of the mixed liquid in the gas-liquid contact device 2, the safer it is, and it is sufficient to discharge the mixed liquid before the dissolved oxygen disappears (usually within 5 minutes).
The H 2 S is dissolved in the mixed solution and returned to the aeration tank 3 in a partially oxidized form, or returned to the activated sludge aeration tank of this treatment, where it is further oxidized and decomposed and converted from sulfite ions to sulfate ions. changes up to. If the catalytic converter and aeration tank are cycled and used repeatedly, there is a risk that sulfate ions will accumulate in the mixed liquid and the pH will tilt towards the acidic side. Because it partially dissolves and exhibits a strong buffering capacity, it is difficult for the pH to drop below 5 even after long periods of circulation.
Therefore, the ability to oxidize and decompose hydrogen sulfide usually does not decrease even with circulating contact, but sometimes the pH is checked and
It is desirable to replace the mixed liquid when it becomes 5 or less. In addition, if sulfate ions become concentrated in the mixed solution (several thousand mg/), the decomposition ability will decrease, so if activated sludge is constantly replenished and some of it is discharged, such dangers can be avoided. There is no gender. Activated sludge produced by treating sewage containing a lot of H 2 S, such as human waste, can be used immediately for desulfurization, but even when using general activated sludge or a culture solution of hydrogen sulfide oxidizing bacteria as described above, It often takes several days for hydrogen sulfide oxidizing bacteria to grow and become dominant under the conditions of the equipment. Therefore, when using new sludge or culture solution, it is necessary to circulate it between the contact device and the aeration tank and let it acclimate for several days. When ordinary activated sludge is allowed to acclimate for two days and then brought into contact with methane fermentation gas in an aeration manner, H 2 S in the gas is significantly removed. It is clear that the degree of removal varies depending on the H 2 S concentration in the gas, the amount of mixed liquid supplied, the concentration of mixed liquid, etc. The amount of H 2 S supplied per day per 1 kg of (MLVSS) is also important. the
Table 1 shows the results of examining the H 2 S removal effect using the method described above while changing the H 2 S load. The necessary degree of H 2 S removal from methane fermentation gas varies depending on the purpose of the purified gas and the H 2 S concentration in the gas, but is at least 80%.
It seems necessary to remove the If you try to expect that efficiency, H 2 S10 per 1 kg of suspended solids in the mixed solution per day.
It appears that the load must be kept below 100 g. When the load is less than 2.5g/MLSS-Kg/day, H2S is
More than 99% can be removed. When this is carried out using a hydrogen sulfide oxidizing bacterial culture solution, the H 2 S load per kilogram of suspended solids in the culture solution can be approximately 10 times that of activated sludge.

【表】 * この値は各負荷条件での実験終了時の
濃度である。
実施例 1 下水汚泥のメタン発酵ガス(メタン50%、炭酸
ガス40%、窒素10%、H2S100μ/)が1日
約1000Nm3発生するメタン発酵装置において、下
水処理施設で生成する活性汚泥を用いてそのガス
の脱硫を行つた。そのための気液接触は散気方式
で行い、容積約4m3の水深1.5mの密閉型の気液
接触タンクを設け、それに毎時約40m3のガスをロ
ータリーブロワで圧送し、活性汚泥混液中に散気
させた。その活性汚泥は、下水処理施設の最終沈
殿槽から毎時120m3ずつ引き抜いて容量40m3の曝
気槽に送入しそこでも散気方式で充分曝気したも
のであり、その混液浮遊物質濃度は8000mg/で
あつた。その混液をポンプで毎分2m3ずつ、接触
タンク上部に送入し、その下部から排出して、排
出の1/10はもとの施設の曝気槽にもどし、残り
は、本脱硫装置の曝気槽にもどした。それによつ
てメタン発酵ガス中のH2Sは約10μ/とな
り、除去率約90%の脱硫が行えた。その場合の
MLSS1Kg当りのH2Sの負荷は約6.6g/日であつ
た。 実施例 2 魚肉加工の濃厚廃液のメタン発酵ガス(メタン
60%、炭酸ガス35%、窒素4%、H2S1000μ/
)が1日約200Nm3発生するメタン発酵装置に
おいて、近くの廃水処理施設からタンクローリー
で運んできた活性汚泥をできるだけ循環使用して
そのガスの脱硫を行つた。気液接触装置は、容積
約2m3、水深1.5mの密閉型の散気方式のタンク
を用い、それに毎時8.3Nm3のメタン発酵ガスを
ロータリーブロワで圧送し、散気させた。活性汚
泥は充分に曝気した容積約0m3の曝気槽に受け入
れ、1ケ月ごとに半量ずつ古い汚泥を引き抜い
て、新しい汚泥に入れかえた。その混液浮遊物質
濃度は約6000mg/であつた。その混液を毎分5
m3ずつ接触タンクの上部に送入し、下部から同量
引き出して、曝気槽に循環した。それによつて処
理ガス中のH2Sは約50μ/となり、95%前後
のH2S除去率を達成できた。その場合のMLSS/
Kg当りのH2Sの負荷は約7.0g/日であつた。循
環使用中の混液のPHは5.2〜6.8を維持していた。
[Table] * This value is the concentration at the end of the experiment under each load condition.
Example 1 Activated sludge produced at a sewage treatment facility was used in a methane fermentation device that generates approximately 1000 Nm3 of sewage sludge methane fermentation gas (50% methane, 40% carbon dioxide, 10% nitrogen, 100μ/H 2 S/day) per day. The gas was desulfurized using The gas-liquid contact for this purpose is carried out by the aeration method, and a sealed gas-liquid contact tank with a volume of approximately 4 m 3 and a water depth of 1.5 m is installed. Approximately 40 m 3 of gas per hour is pumped into it using a rotary blower, and the gas is pumped into the activated sludge mixture. It was diffused. The activated sludge was extracted from the final settling tank of the sewage treatment facility at a rate of 120 m 3 per hour and sent to an aeration tank with a capacity of 40 m 3 where it was sufficiently aerated using a diffused air system, and the suspended solids concentration of the mixed liquid was 8000 mg/hour. It was hot. The mixed liquid is pumped into the upper part of the contact tank at a rate of 2 m 3 per minute, and discharged from the lower part of the tank. 1/10 of the discharge is returned to the aeration tank of the original facility, and the rest is used for the aeration of this desulfurization equipment. I put it back in the tank. As a result, the amount of H 2 S in the methane fermentation gas was approximately 10 μ/cm, and desulfurization was achieved with a removal rate of approximately 90%. In that case
The H 2 S load per 1 kg of MLSS was approximately 6.6 g/day. Example 2 Methane fermentation gas (methane) from concentrated waste liquid from fish processing
60%, carbon dioxide gas 35%, nitrogen 4%, H2S1000μ /
), which generates approximately 200Nm3 per day, desulfurizes the gas by recycling activated sludge brought in by tank truck from a nearby wastewater treatment facility as much as possible. The gas-liquid contact device used a closed aeration tank with a volume of about 2 m 3 and a water depth of 1.5 m, and 8.3 Nm 3 of methane fermentation gas per hour was pumped into the tank using a rotary blower for aeration. Activated sludge was received in a sufficiently aerated aeration tank with a volume of approximately 0 m 3 , and half of the old sludge was removed every month and replaced with new sludge. The concentration of suspended solids in the mixed solution was approximately 6000 mg/. 5 minutes per minute
m 3 was pumped into the upper part of the contact tank, the same amount was withdrawn from the lower part and circulated to the aeration tank. As a result, the amount of H 2 S in the processing gas was approximately 50 μ/cm, and an H 2 S removal rate of approximately 95% could be achieved. MLSS in that case/
The H 2 S load per kg was approximately 7.0 g/day. The pH of the mixed solution during circulation was maintained at 5.2 to 6.8.

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

第1図は本発明法の一実施態様を示すフローシ
ートであり、第2図は本発明法実施に際し使用す
る脱硫装置の一例を示す。
FIG. 1 is a flow sheet showing one embodiment of the method of the present invention, and FIG. 2 shows an example of a desulfurization apparatus used in carrying out the method of the present invention.

Claims (1)

【特許請求の範囲】 1 好気的に保つた活性汚泥混液又は/及び硫化
水素酸化細菌を含む培養液とメタン発酵ガスと
を、空気を遮断した状態の気液接触装置に導入し
て接触させることを特徴とするメタン発酵ガスの
活性汚泥による脱硫方法。 2 上記接触に際し、活性汚泥混液の浮遊物質
(MLSS)1Kgに対しては硫化水素を1日10g以
下、また硫化水素酸化細菌培養液では1日100g
以下で接触させることを特徴とする特許請求の範
囲第1項の脱硫方法。 3 容器を隔壁を設けて2分し、その1つを空気
を遮断した状態の気液接触部となし、他方を曝気
部となし、該気液接触部下部にメタン発酵ガス導
入部をまた該曝気部下部に空気導入部を夫々設け
ると共に、上記隔壁の上部に曝気部からの好気的
に保たれた活性汚泥混液又は/及び硫化水素酸化
細菌を含む培養液を気液接触部に導入するための
開口をまた隔壁の下部に気液接触部からの活性汚
泥混液又は/及び硫化水素酸化細菌を含む培養液
を曝気部に導入するための開口を夫々設けたこと
を特徴とするメタン発酵ガスの脱硫装置。
[Scope of Claims] 1. An activated sludge mixture maintained aerobically or/and a culture solution containing hydrogen sulfide oxidizing bacteria and methane fermentation gas are introduced into a gas-liquid contact device with air blocked and brought into contact. A method for desulfurizing methane fermentation gas using activated sludge. 2. During the above contact, apply less than 10 g of hydrogen sulfide per 1 kg of suspended solids (MLSS) in the activated sludge mixture per day, and 100 g per day for hydrogen sulfide oxidizing bacterial culture solution.
The desulfurization method according to claim 1, characterized in that the contact is carried out as follows. 3. Divide the container into two parts by providing a partition wall, one of which will be used as a gas-liquid contact part with air cut off, and the other part will be used as an aeration part, and a methane fermentation gas introduction part will also be installed at the bottom of the gas-liquid contact part. An air introduction section is provided at the bottom of the aeration section, and an activated sludge mixture kept aerobically from the aeration section and/or a culture solution containing hydrogen sulfide oxidizing bacteria is introduced into the air-liquid contact section at the top of the partition wall. methane fermentation gas characterized in that openings are provided at the lower part of the partition wall for introducing the activated sludge mixture and/or the culture solution containing hydrogen sulfide oxidizing bacteria from the gas-liquid contact section into the aeration section. desulfurization equipment.
JP58196660A 1983-10-19 1983-10-19 Process and apparatus for desulfurization of methane fermentation gas using activated sludge Granted JPS6087835A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58196660A JPS6087835A (en) 1983-10-19 1983-10-19 Process and apparatus for desulfurization of methane fermentation gas using activated sludge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58196660A JPS6087835A (en) 1983-10-19 1983-10-19 Process and apparatus for desulfurization of methane fermentation gas using activated sludge

Publications (2)

Publication Number Publication Date
JPS6087835A JPS6087835A (en) 1985-05-17
JPS6238015B2 true JPS6238015B2 (en) 1987-08-15

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ID=16361471

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Application Number Title Priority Date Filing Date
JP58196660A Granted JPS6087835A (en) 1983-10-19 1983-10-19 Process and apparatus for desulfurization of methane fermentation gas using activated sludge

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Country Link
JP (1) JPS6087835A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62282695A (en) * 1986-06-02 1987-12-08 Sanki Eng Co Ltd Treatment of waste water
JPS63294995A (en) * 1987-05-27 1988-12-01 Hitachi Kiden Kogyo Ltd Method for preventing emission of offensive odor from drainage tank of the like or building
JP7262750B2 (en) * 2018-02-28 2023-04-24 学校法人 創価大学 Method for treating methane fermentation product

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4921833U (en) * 1972-05-27 1974-02-23
JPS55111824A (en) * 1979-02-20 1980-08-28 Hitachi Kiden Kogyo Ltd Deodorizing method
JPS6020988B2 (en) * 1981-04-09 1985-05-24 株式会社 西原環境衛生研究所 biological deodorizer
JPS57207598A (en) * 1981-06-17 1982-12-20 Ebara Infilco Co Ltd Biological deodorizing method

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