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JP2009050800A - Apparatus and method for treating organic waste - Google Patents

Apparatus and method for treating organic waste Download PDF

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JP2009050800A
JP2009050800A JP2007220498A JP2007220498A JP2009050800A JP 2009050800 A JP2009050800 A JP 2009050800A JP 2007220498 A JP2007220498 A JP 2007220498A JP 2007220498 A JP2007220498 A JP 2007220498A JP 2009050800 A JP2009050800 A JP 2009050800A
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organic waste
methane fermentation
scum
tank
separation
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JP4902468B2 (en
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Yutaka Ishikawa
豊 石川
Shigeo Nakahata
繁夫 中畑
Masaki Tojo
正樹 東條
Hitoshi Ito
仁志 伊藤
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Mitsubishi Kakoki Kaisha Ltd
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    • 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
    • Y02W30/00Technologies for solid waste management
    • Y02W30/20Waste processing or separation

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  • Processing Of Solid Wastes (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)
  • Degasification And Air Bubble Elimination (AREA)
  • Heat Treatment Of Water, Waste Water Or Sewage (AREA)
  • Physical Water Treatments (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Treatment Of Sludge (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an apparatus and a method for treating organic waste in which organic waste is methane-fermented, ammonia nitrogen is removed at a stripping step to decrease bubbles due to ammonia nitrogen and the concentration of carbon dioxide in the digestion gas to be produced at a methane fermentation step is decreased to obtain high-concentration methane gas, an installation area of the whole equipment can be reduced and the cost of equipment and the operating cost can also be reduced. <P>SOLUTION: The apparatus for treating organic waste, in which the ammonia nitrogen-containing organic waste is methane-fermented, is provided with: a heat treatment unit in which the organic waste is heated and the carbonate compounds and protein in the organic waste are subjected at least partially to decarbonation treatment and protein degeneration treatment; a stripping unit for discharging/removing a part of ammonia nitrogen from the organic waste heat-treated in the heat treatment unit by a stripping operation; and a methane fermentation tank in which the organic waste, from which a part of ammonia nitrogen is removed in the stripping unit, is methane-fermented to remove organic matter and recover the digestion gas. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、家畜糞尿、食品廃棄物、または、高濃度のアンモニア性窒素含有の有機性排水などをメタン発酵処理する処理装置および処理方法に関する。
なお、前記有機物を高濃度に含有する家畜糞尿などの廃棄物や排水を包含して有機性廃棄物というが、各々の用語で記載する場合もある。
The present invention relates to a processing apparatus and a processing method for methane fermentation of livestock manure, food waste, organic wastewater containing high concentration ammoniacal nitrogen, or the like.
In addition, although it is called organic waste including waste and wastewater such as livestock excreta containing the organic matter in high concentration, it may be described in terms of each.

従来から、アンモニア性窒素を高濃度に含有する有機性廃棄物においては、河川や海域の富栄養化を防止するため、各種の方法で脱窒処理されている。しかしながら、豚糞、鶏糞、牛糞、馬糞や羊糞などの家畜糞尿などにおいては、その対策が遅れているのが現状であり、地下水や河川の汚染が深刻となっており、その対策が急務となっている。   Conventionally, organic waste containing high concentrations of ammonia nitrogen has been denitrified by various methods to prevent eutrophication of rivers and sea areas. However, the measures for pig manure, chicken manure, cattle manure, horse manure, sheep manure, and other livestock manure are currently being delayed, and groundwater and river pollution is serious, and measures are urgently needed. It has become.

従来、家畜糞尿を処理する方法として、家畜糞尿を固液分離し、分離した液をメタン発酵させて高濃度のメタンを含有する消化ガスを回収する方法として、メタン発酵させる前段階において、メタン発酵における阻害因子となるアンモニア性窒素を空気によるストリッピング法などにより除去する方法が開示されている(特許文献1)。   Conventionally, as a method for treating livestock manure, solid-liquid separation of livestock manure is performed, and the separated liquid is subjected to methane fermentation to recover digestion gas containing high concentration of methane. A method for removing ammonia nitrogen, which becomes an inhibitory factor in air, by a stripping method using air or the like is disclosed (Patent Document 1).

また、アンモニア性窒素含量の高い有機性排水・汚泥からアンモニアをアンモニアストリッピング工程で除去し、処理した有機性排水・汚泥をメタン発酵工程でメタン発酵させる方法において、熱交換器を通して70〜99℃に温度調整した有機性排水・汚泥に、pH調整剤として電気分解装置で生成した電解水からなる強アルカリ液を添加することによりpH9〜13にpH調整してアンモニアストリッピングする方法も開示されている(特許文献2)。   Further, in a method of removing ammonia from an organic wastewater / sludge having a high ammoniacal nitrogen content in an ammonia stripping process and subjecting the treated organic wastewater / sludge to methane fermentation in a methane fermentation process, it is passed through a heat exchanger at 70 to 99 ° C. Also disclosed is a method of adjusting ammonia to pH 9 to 13 by adding a strong alkaline solution composed of electrolyzed water generated by an electrolysis apparatus as a pH adjuster to organic waste water / sludge whose temperature is adjusted, and ammonia stripping. (Patent Document 2).

さらに、有機性廃棄物、有機性排水、もしくはこれらの混合物からなる被処理物からアンモニアをアンモニア除去工程で除去し、アンモニアが除去された被処理物をメタン発酵工程でメタン発酵させる方法において、アンモニア除去工程の前段にて被処理物に生物処理を施すアンモニア生成工程を設け、被処理物中に含有される窒素分からアンモニアを生成し、アンモニアを高除去率で除いた後にメタン発酵を行うメタン発酵方法が開示されている(特許文献3)。   Furthermore, in a method of removing ammonia from an object to be treated consisting of organic waste, organic waste water, or a mixture thereof in an ammonia removal step, and subjecting the object to be treated from which ammonia has been removed to methane fermentation in a methane fermentation step, ammonia Methane fermentation is performed in which an ammonia generation process is performed to biologically treat the object to be treated at the first stage of the removal process, ammonia is generated from nitrogen contained in the object to be treated, and methane fermentation is performed after removing ammonia with a high removal rate. A method is disclosed (Patent Document 3).

さらに、有機性廃棄物をメタン発酵処理したのちの消化液を固液分離し、分離した脱離液と消化ガスから硫黄成分を吸収して脱硫した硫黄吸収液とを硝化循環液として生物硝化脱窒手段で脱窒処理し、脱窒処理液を沈殿槽で固液分離して清澄処理水を得るメタン発酵物処理装置が開示されている(特許文献4)。   Furthermore, the digestive liquid after the organic waste is treated with methane is solid-liquid separated, and the separated desorbed liquid and the sulfur absorbing liquid that has been desulfurized by absorbing sulfur components from the digested gas are used as biological nitrification desulfurization as a nitrification circulating liquid. There is disclosed a methane fermentation treatment apparatus that performs denitrification treatment with a nitriding means and separates the denitrification treatment liquid into solid and liquid in a precipitation tank to obtain clarified treated water (Patent Document 4).

特許文献1、特許文献2および特許文献3に記載された処理方法では、有機性廃棄物中のアンモニアをメタン発酵の前段で、ストリッピング法などにより除去しているため、アンモニアがメタン発酵の阻害因子となるという問題は発生しにくいが、前記の文献に記載された処理方法では、ストリッピング工程などによりアンモニア性窒素の殆どを除去する操作がおこなわれている。しかし、アンモニア性窒素の殆どを除去すると、メタン発酵における炭酸ガスの発生量が多くなり、生成消化ガス中の炭酸ガスの割合が高くなるとともに、メタン発酵槽におけるPHが低くなるため、アルカリによるPH調整が必要となる問題がある。   In the processing methods described in Patent Document 1, Patent Document 2 and Patent Document 3, ammonia is removed from organic waste by stripping or the like before the methane fermentation, so that ammonia inhibits methane fermentation. Although the problem of becoming a factor is unlikely to occur, in the treatment method described in the above-mentioned document, an operation of removing most of the ammoniacal nitrogen by a stripping process or the like is performed. However, if most of the ammonia nitrogen is removed, the amount of carbon dioxide generated in the methane fermentation increases, the proportion of carbon dioxide in the produced digestion gas increases, and the PH in the methane fermentation tank decreases. There is a problem that needs to be adjusted.

また、前記の文献に記載された処理方法においては、有機性廃棄物中の炭酸化合物や蛋白質について何ら注目されていないが、炭酸化合物や蛋白質の含有量が多くなるほど、ストリッピング操作でアンモニア性窒素を排出除去するストリッピング工程において発泡が激しく惹起されるため、通常は消泡剤が添加されてストリッピング工程が行われる。従って、有機性廃棄物中の炭酸化合物や蛋白質について何ら注目していない前記の文献におけるストリッピング工程では高価な消泡剤の使用量が極めて多くなる問題がある。   Further, in the treatment methods described in the above-mentioned documents, no attention is paid to carbonic acid compounds and proteins in organic waste. However, as the content of carbonic acid compounds and proteins increases, ammonia nitrogen is removed by stripping operation. In the stripping process for discharging and removing the foam, foaming is vigorously induced. Therefore, the stripping process is usually performed by adding an antifoaming agent. Therefore, there is a problem that the amount of the expensive antifoaming agent used is extremely increased in the stripping process in the above-mentioned document which does not pay attention to carbonic acid compounds and proteins in organic waste.

さらに、特許文献4に記載されたメタン発酵処理したのちの消化液について生物脱窒処理する方法では、脱窒装置における汚泥濃度を高く維持することが困難であり、また、沈殿槽を配設するため、装置全体の設置面積が過大となる問題がある。
特開2000−263097号公報 特開2001−113265号公報 特開2004−024929号公報 特開2006−167512号公報
Furthermore, it is difficult to maintain a high sludge concentration in the denitrification apparatus in the method of biological denitrification treatment for digested liquid after methane fermentation treatment described in Patent Document 4, and a sedimentation tank is provided. Therefore, there is a problem that the installation area of the entire apparatus becomes excessive.
JP 2000-263097 A JP 2001-113265 A JP 2004-024929 A JP 2006-167512 A

本発明は、前記事情に鑑みてなされたもので、有機性廃棄物のメタン発酵処理において、アンモニア性窒素のストリッピング工程による除去処理における発泡の抑制やメタン発酵工程で生成する消化ガス中の炭酸ガス濃度を抑制し、高濃度メタンガスを得ることができ、また、全体の設備の設置面積の削減や設備費、運転経費の低廉化を図ることができる有機性廃棄物の処理装置と処理方法を提供する目的でなされたものである。
また、本発明は、処理工程において排出される各種の処理物を、肥料や燃料ガスなどとして有効利用できる形態の処理物として回収することを目的としてなされたものである。
The present invention has been made in view of the above circumstances, and in the methane fermentation treatment of organic waste, the suppression of foaming in the removal treatment by the stripping process of ammonia nitrogen and the carbon dioxide in the digestion gas produced in the methane fermentation process. An organic waste treatment apparatus and treatment method that can reduce gas concentration, obtain high-concentration methane gas, and reduce the overall equipment installation area and equipment costs and operating costs. It was made for the purpose of providing.
In addition, the present invention has been made for the purpose of recovering various processed products discharged in the processing step as processed products that can be effectively used as fertilizer, fuel gas, and the like.

前記目的を達成するための本発明の要旨は、請求項1に記載の本発明は、アンモニア性窒素を含有する有機性廃棄物をメタン発酵処理する有機性廃棄物の処理装置において、前記有機性廃棄物を加熱して前記有機性廃棄物中の炭酸化合物および蛋白質の少なくとも一部をそれぞれ脱炭酸および蛋白変性処理する加熱処理装置と、該加熱処理装置で加熱処理された加熱有機性廃棄物からストリッピング操作でアンモニア性窒素の一部を排出除去するストリッピング装置と、該ストリッピング装置でアンモニア性窒素の一部が除去された有機性廃棄物を、メタン発酵して有機物の除去と消化ガスを回収するメタン発酵槽とを備えたことを特徴とする有機性廃棄物の処理装置である。   The gist of the present invention for achieving the above object is that the present invention according to claim 1 is the organic waste processing apparatus for treating methane fermentation of organic waste containing ammoniacal nitrogen. A heat treatment device for heating the waste to decarboxylate and denature the carbonic acid compound and protein in the organic waste, respectively, and the heated organic waste heat-treated by the heat treatment device Stripping device that discharges and removes a part of ammonia nitrogen by stripping operation, and organic waste from which ammonia nitrogen part is removed by the stripping device, methane fermentation to remove organic matter and digestion gas An organic waste processing apparatus comprising a methane fermenter that collects the waste.

請求項2に記載の本発明は、前記メタン発酵槽内で浮上した浮上固形物を沈殿相、水相およびスカム相の三相に分離するスカム分離槽と、該スカム分離槽で最上層に分離したスカム相を前記メタン発酵槽に循環するスカム循環経路および最下層に沈降分離した沈降汚泥を前記メタン発酵槽に循環する沈降汚泥循環経路とを、さらに備えた請求項1記載の有機性廃棄物の処理装置である。   The present invention according to claim 2 is a scum separation tank that separates the floating solids floating in the methane fermentation tank into three phases of a precipitation phase, an aqueous phase, and a scum phase, and the uppermost layer is separated by the scum separation tank. The organic waste according to claim 1, further comprising: a scum circulation path for circulating the scum phase to the methane fermentation tank; and a sedimentation sludge circulation path for circulating the sedimentation sludge settled and separated in the lowermost layer to the methane fermentation tank. It is a processing device.

請求項3に記載の本発明は、前記スカム分離槽で中間層に分離した水相を脱窒処理し分離膜で固液分離して清澄処理水を得る膜分離脱窒装置を、さらに備えた請求項2記載の有機性廃棄物の処理装置である。   The present invention described in claim 3 further includes a membrane separation denitrification apparatus for denitrifying the aqueous phase separated into the intermediate layer in the scum separation tank and solid-liquid separation with a separation membrane to obtain clarified treated water. An organic waste treatment apparatus according to claim 2.

請求項4に記載の本発明は、アンモニア性窒素を含有する有機性廃棄物をメタン発酵処理する有機性廃棄物の処理方法において、前記有機性廃棄物を加熱処理槽で加熱して前記有機性廃棄物中の炭酸化合物および蛋白質の少なくとも一部をそれぞれ脱炭酸および蛋白変性処理し、発生した炭酸ガスを排出除去する加熱処理工程と、該加熱処理工程で加熱処理された加熱有機性廃棄物をストリッピング装置でのストリッピング操作によりアンモニア性窒素の一部を排出除去するストリッピング工程と、該ストリッピング工程でアンモニア性窒素の一部が除去された有機性廃棄物を、メタン発酵して有機物の除去と消化ガスを回収するメタン発酵工程とを備えたことを特徴とする有機性廃棄物の処理方法である。   The present invention according to claim 4 is a method for treating organic waste in which organic waste containing ammoniacal nitrogen is subjected to methane fermentation treatment, wherein the organic waste is heated in a heat treatment tank and the organic waste is treated. A heat treatment step of decarboxylation and protein denaturation treatment of at least part of the carbonic acid compound and protein in the waste, and discharging and removing the generated carbon dioxide gas, and heating organic waste heat-treated in the heat treatment step A stripping process in which a part of ammonia nitrogen is discharged and removed by a stripping operation in a stripping apparatus, and organic waste from which a part of ammonia nitrogen has been removed in the stripping process is subjected to methane fermentation to produce organic matter. It is the processing method of the organic waste characterized by including the removal of gas and the methane fermentation process which collect | recovers digestion gas.

請求項5に記載の本発明は、前記メタン発酵槽内で浮上した浮上固形物を沈殿相、水相およびスカム相の三相に分離するスカム分離工程と、該スカム分離工程で最上層に分離したスカム相を前記メタン発酵槽に循環するスカム循環工程と、最下層に沈降分離した沈降汚泥を前記メタン発酵槽に循環する沈降汚泥循環工程、該スカム分離工程で中間層に分離した水相を脱窒処理し分離膜で固液分離して清澄処理水を得る膜分離脱窒工程とを、さらに備えた請求項4記載の有機性廃棄物の処理方法である。   The present invention according to claim 5 is a scum separation step of separating the floating solid matter floating in the methane fermentation tank into three phases of a precipitation phase, an aqueous phase and a scum phase, and separation into the uppermost layer in the scum separation step A scum circulation step in which the scum phase is circulated to the methane fermentation tank, a sedimentation sludge circulation step in which the sedimentation sludge settled and separated in the lowermost layer is circulated to the methane fermentation tank, and an aqueous phase separated in the intermediate layer in the scum separation step. The organic waste treatment method according to claim 4, further comprising a membrane separation denitrification step of denitrifying and solid-liquid separation with a separation membrane to obtain clarified treated water.

請求項6に記載の本発明は、有機性廃棄物が家畜糞尿である請求項4または請求項5に記載の有機性廃棄物の処理方法である。   The present invention described in claim 6 is the method for treating organic waste according to claim 4 or claim 5, wherein the organic waste is livestock manure.

請求項7に記載の本発明は、ストリッピング工程でアンモニア性窒素の一部が除去された有機性廃棄物中のアンモニア性窒素濃度を1,000〜2,000mg/Lに調整する請求項4〜請求項6のいずれか1項に記載の有機性廃棄物の処理方法である。
なお、アンモニア性窒素濃度が1,000mg/L未満では、メタン発酵により生成した炭酸ガスが、消化液中のアンモニア性窒素と反応して炭酸アンモニウムや炭酸水素アンモニウムとして固定される量が少なくなり、従って、消化ガス中のメタン濃度が低くなる。一方、2,000mg/Lを超えると、アンモニアによる発酵阻害の影響が出てくる。
The present invention according to claim 7 adjusts the ammonia nitrogen concentration in the organic waste from which a part of ammonia nitrogen has been removed in the stripping step to 1,000 to 2,000 mg / L. It is a processing method of the organic waste given in any 1 paragraph of Claims 6.
In addition, when the ammonia nitrogen concentration is less than 1,000 mg / L, the amount of carbon dioxide generated by methane fermentation reacts with the ammonia nitrogen in the digestive juice and is fixed as ammonium carbonate or ammonium hydrogen carbonate, Therefore, the methane concentration in the digestion gas is lowered. On the other hand, when it exceeds 2,000 mg / L, the influence of fermentation inhibition by ammonia appears.

請求項8に記載の本発明は、温度60〜85℃、滞留時間3〜20時間で加熱処理する請求項4〜請求項7のいずれか1項に記載の有機性廃棄物の処理方法である。
なお、加熱温度が60℃未満では、脱炭酸および蛋白変性が不十分で、消泡剤の使用量の低減効果が低く、一方、温度が85℃を超えると、発泡が惹起されるとともにアンモニア性窒素の揮散が多くなる。また、滞留時間が3時間未満では、脱炭酸および蛋白変性が不十分で、消泡剤の使用量の低減効果が低く、一方、滞留時間20時間を超えると、熱量を消費する割には、消泡剤の使用量の低減効果の向上が望めない。
The present invention according to claim 8 is the organic waste treatment method according to any one of claims 4 to 7, wherein the heat treatment is performed at a temperature of 60 to 85 ° C and a residence time of 3 to 20 hours. .
When the heating temperature is less than 60 ° C., decarboxylation and protein denaturation are insufficient, and the effect of reducing the amount of antifoaming agent used is low. On the other hand, when the temperature exceeds 85 ° C., foaming is induced and ammonia-based properties are reduced. Nitrogen volatilization increases. Moreover, if the residence time is less than 3 hours, decarboxylation and protein denaturation are insufficient, and the effect of reducing the amount of antifoaming agent used is low. On the other hand, if the residence time exceeds 20 hours, the amount of heat is consumed. The improvement effect of reducing the amount of antifoam used cannot be expected.

ここで、前記加熱処理装置としては、間接蒸気または直接蒸気による加熱、電気加熱など適宜な加熱装置により、温度60〜85℃、好ましくは、70〜80℃に加熱し、発生したガスは主に炭酸ガスであるため、大気に放出されるが、臭気を発生するものにあっては生物脱臭装置などの適宜な脱臭設備を経て放出するのが好ましい。温度が60℃未満では、蛋白質の変性や脱炭酸量などが不十分となり、発泡性が大きくアンモニアストリッピング装置に供給するにあたっての消泡剤使用量の低減効果が少なく、一方、温度が85℃よりも高いと、本装置内での発泡が惹起されるとともにアンモニア性窒素の揮散が多くなることから冷却器を配置する必要がある。なお、加熱滞留時間は3〜20時間で行われる。3時間未満では蛋白質の変性や脱炭酸量などが不十分となり、一方、20時間よりも長いと加熱熱量に比較して蛋白質の変性や脱炭酸量に与える効果の上昇が少ない。   Here, the heat treatment device is heated to a temperature of 60 to 85 ° C., preferably 70 to 80 ° C. by an appropriate heating device such as heating by indirect steam or direct steam, electric heating, etc. Since it is a carbon dioxide gas, it is released into the atmosphere, but if it generates odors, it is preferably released through an appropriate deodorizing equipment such as a biological deodorizing device. If the temperature is less than 60 ° C, protein denaturation, decarboxylation amount, etc. will be insufficient, foaming properties will be large, and there will be little effect of reducing the amount of defoaming agent used to supply to the ammonia stripping device, while the temperature is 85 ° C. If the temperature is higher than that, foaming is caused in the apparatus and the volatilization of ammonia nitrogen increases. Therefore, it is necessary to dispose a cooler. The heating residence time is 3 to 20 hours. If it is less than 3 hours, the denaturation of protein and the amount of decarboxylation will be insufficient. On the other hand, if it is longer than 20 hours, the effect on the amount of protein modification and decarboxylation will be small compared to the heat of heating.

前記ストリッピング装置は、下部から加熱水蒸気を吹き込んで、処理する有機性廃棄物中のアンモニア性窒素をアンモニアとして分解し、水蒸気に同伴して上部の複数の棚段により分留することによりアンモニア純度を上げ、塔頂から回収する装置が好ましいが、過熱空気や空気と水蒸気の混合物でアンモニアを追い出す装置であってもよい。
前記ストリッピング装置の運転条件としては、圧力が10kPa〜20kPa、温度100℃〜105℃の水蒸気によりストリッピング処理される。また、処理する有機性廃棄物の滞留時間は10〜30min、PHは7.0〜8.0に調整される。
The stripping apparatus blows heated steam from the lower part, decomposes ammonia nitrogen in the organic waste to be treated as ammonia, and fractionates it with a plurality of upper stages along with the steam, thereby purifying ammonia purity. However, it may be a device that purges ammonia with superheated air or a mixture of air and water vapor.
As an operating condition of the stripping apparatus, stripping is performed with water vapor having a pressure of 10 kPa to 20 kPa and a temperature of 100 ° C. to 105 ° C. In addition, the residence time of the organic waste to be treated is adjusted to 10 to 30 minutes, and PH is adjusted to 7.0 to 8.0.

前記メタン発酵槽としては、メタン発酵槽、酸発酵槽とメタン発酵槽との組み合わせ装置、または上向流嫌気性処理装置(UASB装置)などを採用することができる。また、回収した消化ガスは燃料などとして利用することができる。なお、メタン発酵槽におけるメタン発酵の処理温度は限定されないが、例えば、中温発酵処理方法では35〜38℃、高温発酵処理方法では54〜56℃程度である。なお、滞留時間は、2日〜2週間として処理するのが好ましい。   As the methane fermentation tank, a methane fermentation tank, a combination apparatus of an acid fermentation tank and a methane fermentation tank, an upward flow anaerobic treatment apparatus (UASB apparatus), or the like can be adopted. The recovered digestion gas can be used as fuel. In addition, although the processing temperature of methane fermentation in a methane fermentation tank is not limited, For example, it is about 35-38 degreeC in a medium temperature fermentation processing method, and is about 54-56 degreeC in a high temperature fermentation processing method. The residence time is preferably 2 days to 2 weeks.

前記脱窒処理し分離膜で固液分離して清澄処理水を得る膜分離脱窒装置は、嫌気性の脱窒槽および好気性の硝化槽を設け、硝化槽の硝化液を脱窒槽に循環して処理する循環脱窒装置と硝化液を濾過膜で分離する膜分離装置とを組み合わせた装置が用いられるが、膜分離装置は、循環脱窒装置とは別置されてもよく、また、硝化槽内に内設されていてもよい。なお、脱窒装置としては、循環脱窒装置には限定されず、独立栄養性脱窒微生物を含むグラニュール汚泥を保持する脱窒反応槽(アナモックス反応槽)であってもよい。   The membrane separation and denitrification apparatus that obtains clarified treated water by solid-liquid separation using a separation membrane after the denitrification treatment has an anaerobic denitrification tank and an aerobic nitrification tank, and circulates the nitrification liquid in the nitrification tank to the denitrification tank. A device that combines a circulating denitrification device to be treated with a membrane separation device that separates the nitrification solution with a filtration membrane is used, but the membrane separation device may be separated from the circulating denitrification device, It may be installed in the tank. In addition, as a denitrification apparatus, it is not limited to a circulation denitrification apparatus, The denitrification reaction tank (Anamox reaction tank) holding the granule sludge containing an autotrophic denitrification microorganism may be sufficient.

請求項1に記載の本発明においては、加熱処理装置で発泡の原因となる有機性廃棄物中の炭酸化合物および蛋白質の少なくとも一部をそれぞれ脱炭酸および蛋白変性処理してアンモニアのストリッピング装置に供給するため、発泡を抑制する消泡剤の使用量を削減することができる。また、ストリッピング装置でメタン発酵における阻害因子となるアンモニア性窒素をメタン発酵に影響しない濃度まで低減してメタン発酵槽に供給するため、効率的な発酵処理が可能となるとともに、一部のアンモニア性窒素を残留させていることにより、メタン発酵における炭酸ガスの発生量を抑制し、生成消化ガス中の炭酸ガスの割合を低くおさえることができ、メタン発酵槽におけるPHも好適な値に維持することができる。なお、請求項4に記載の本発明においても同様な効果を奏する。   In the present invention according to claim 1, at least a part of the carbonic acid compound and protein in the organic waste that causes foaming in the heat treatment device is decarboxylated and protein-denatured, respectively, so that the ammonia stripping device is obtained. Since it supplies, the usage-amount of the antifoamer which suppresses foaming can be reduced. In addition, because ammonia nitrogen, which is an inhibitory factor in methane fermentation, is reduced to a concentration that does not affect methane fermentation and supplied to the methane fermentation tank using a stripping device, efficient fermentation treatment is possible and some ammonia The amount of carbon dioxide generated in methane fermentation can be suppressed by reducing the amount of carbon dioxide in the methane fermentation, and the proportion of carbon dioxide in the produced digestion gas can be kept low, and the PH in the methane fermentation tank is also maintained at a suitable value. be able to. Note that the present invention described in claim 4 has the same effect.

また、請求項2に記載の本発明においては、請求項1に記載の本発明の効果に加えて、メタン発酵槽内で浮上した浮上固形物を沈殿相、水相およびスカム相の三相に分離し、最上層に分離したスカム相および最下層に沈降分離した沈降汚泥をメタン発酵槽に循環するため、メタン発酵槽内での汚泥の浮上による汚泥の処理水への流出を危惧する必要もなく、また、メタン発酵槽内の汚泥濃度を高く維持することができる。   In addition, in the present invention described in claim 2, in addition to the effects of the present invention described in claim 1, the floating solid matter that has floated in the methane fermentation tank is converted into a three-phase structure including a precipitation phase, an aqueous phase, and a scum phase. Since the scum phase separated and separated into the uppermost layer and the settled sludge separated and separated into the lowermost layer are circulated to the methane fermentation tank, there is a need to worry about sludge flowing into the treated water due to sludge floating in the methane fermentation tank. In addition, the sludge concentration in the methane fermentation tank can be maintained high.

さらに、請求項3に記載の本発明においては、請求項2に記載の本発明の効果に加えて、スカム分離槽で中間層に分離した水相を脱窒処理し分離膜で固液分離して清澄処理水を得ることにより、清澄処理水を直接河川などに放流することができ、また、固液分離に分離膜を用いることにより、装置の設置面積を極めて縮小化することができる。
なお、請求項5に記載の本発明においても同様な効果を奏する。
Furthermore, in the present invention described in claim 3, in addition to the effect of the present invention described in claim 2, the aqueous phase separated into the intermediate layer in the scum separation tank is denitrified and solid-liquid separated by a separation membrane. By obtaining the clarified treated water, the clarified treated water can be directly discharged to a river or the like, and the installation area of the apparatus can be greatly reduced by using a separation membrane for solid-liquid separation.
Note that the present invention described in claim 5 has the same effect.

また、請求項6〜請求項8に記載の本発明においても、前記請求項4〜請求項5のいずれかに記載の本発明の効果を奏することができる。
さらに、請求項7に記載の本発明においては、消化ガス中のメタン濃度を高くすることができるとともにアンモニアによる発酵阻害を防止することができ、請求項8に記載の本発明においては、装置内での発泡やアンモニアの揮散を抑制し、脱炭酸および蛋白変性を十分行うことができ、アンモニアストリッピング工程における消泡剤の使用量を大幅に削減することができる。
Moreover, also in this invention of Claims 6-8, there can exist the effect of this invention in any one of the said Claims 4-5.
Furthermore, in the present invention described in claim 7, the concentration of methane in the digestion gas can be increased and fermentation inhibition by ammonia can be prevented. In the present invention described in claim 8, Can suppress foaming and volatilization of ammonia, sufficiently perform decarboxylation and protein denaturation, and can greatly reduce the amount of antifoaming agent used in the ammonia stripping step.

以下、この発明を具体的に説明する。
図1は、本発明の一実施形態の有機性廃棄物の処理装置の系統図である。
The present invention will be specifically described below.
FIG. 1 is a system diagram of an organic waste processing apparatus according to an embodiment of the present invention.

図1は、有機性廃棄物として家畜糞尿を対象とした処理装置であり、主な装置構成としては、有機性廃棄物の供給量を調整する調整槽1、脱炭酸および蛋白変性処理する加熱処理槽2、アンモニア性窒素の一部を排出除去するストリッピング装置3、メタン発酵するメタン発酵槽4、メタン発酵槽内で浮上した浮上固形物を三相分離するスカム分離槽5、スカム分離槽5で分離した水相を脱窒処理する脱窒装置6および分離膜で固液分離して清澄処理水を得る分離膜装置7からなる膜分離脱窒装置10とを備えている。   FIG. 1 shows a processing apparatus for livestock excreta as organic waste, and the main apparatus configuration is an adjustment tank 1 for adjusting the supply amount of organic waste, heat treatment for decarboxylation and protein denaturation processing. Tank 2, stripping device 3 for discharging and removing a part of ammonia nitrogen, methane fermentation tank 4 for methane fermentation, scum separation tank 5 for separating three phases of floating solids floating in the methane fermentation tank, scum separation tank 5 And a membrane separation denitrification device 10 comprising a separation membrane device 7 for solid-liquid separation with a separation membrane to obtain clarified treated water.

以下、これらの構成を詳細に説明する。
調整槽1は、スクリーン11で家畜糞尿から夾雑物を除去した液状の有機性廃棄物(以下「分離液」という)を後段の処理工程に供給するにあたり、分離液の供給量を調整するために貯留する貯留槽であり、必要によりPH調整が行われる。なお、スクリーン11に換えて他の固液分離装置としてもよく、また、調整槽1の後段に、分離液からリンを除去する脱リン装置を配置してもよい。なお、脱リン装置としては、家畜糞尿中のマグネシウム、カルシウム、リンと結晶種とを接触させ、リン酸カルシウム化合物などを析出させて脱リンする晶析脱リン装置を用いるのが好ましい。
Hereinafter, these configurations will be described in detail.
In order to adjust the supply amount of the separation liquid, the adjustment tank 1 supplies liquid organic waste (hereinafter referred to as “separation liquid”) obtained by removing contaminants from livestock manure with the screen 11 to a subsequent processing step. It is a storage tank that stores, and PH adjustment is performed if necessary. In addition, it may replace with the screen 11 and may be another solid-liquid separation apparatus, and the dephosphorization apparatus which removes phosphorus from a separation liquid may be arrange | positioned in the back | latter stage of the adjustment tank 1. FIG. As the dephosphorization apparatus, it is preferable to use a crystallization dephosphorization apparatus for dephosphorization by bringing magnesium, calcium, phosphorus and crystal species in livestock manure into contact with each other and precipitating a calcium phosphate compound or the like.

加熱処理槽2は、分離液を、攪拌機2bにより攪拌しながらスチーム加熱器2aにより所定の温度および滞留時間で加熱処理することにより、分離液中の炭酸化合物および蛋白質の少なくとも一部をそれぞれ脱炭酸および蛋白変性処理する処理槽であり、加熱処理された液(以下「脱炭酸液」という)は熱交換器12を経て後段のストリッピング装置3に供給される構成となっている。   The heat treatment tank 2 decarboxylates at least a part of the carbonic acid compound and the protein in the separated liquid by heat-treating the separated liquid with the steam heater 2a while stirring with the stirrer 2b at a predetermined temperature and residence time. And a treatment tank for protein denaturation treatment, and the heat-treated liquid (hereinafter referred to as “decarboxylation liquid”) is supplied to the subsequent stripping apparatus 3 via the heat exchanger 12.

ストリッピング装置3は、脱炭酸液中のアンモニア性窒素の一部を排出除去する棚段式蒸留塔であり、塔中段から加熱処理された脱炭酸液が供給され、塔底に直接スチームが吹き込まれ、有機性廃棄物中のアンモニア分が上昇スチームに同伴されて上昇し、棚段により分留濃縮され、塔頂からアンモニア含有蒸気として排出され、コンデンサー13を経てアンモニア貯留槽14に導入され、濃縮アンモニア水として貯留される。また、塔底から脱アンモニアされた液(以下「脱アンモニア液」という)が抜き出され、熱交換器12でストリッピング装置3に供給される脱炭酸液と熱交換して適宜温度に調整されて後段のメタン発酵槽4に供給される構成となっている。   The stripping device 3 is a tray-type distillation tower that discharges and removes a part of ammonia nitrogen in the decarbonation liquid. The decarbonation liquid subjected to heat treatment is supplied from the middle stage of the tower, and steam is directly blown into the bottom of the tower. Then, the ammonia content in the organic waste rises accompanied by the rising steam, is fractionated and concentrated by the shelf, is discharged as an ammonia-containing vapor from the top of the tower, is introduced into the ammonia storage tank 14 through the condenser 13, Stored as concentrated ammonia water. In addition, a deammonia liquid (hereinafter referred to as “deammonia liquid”) is extracted from the bottom of the tower, and heat-exchanged with the decarbonation liquid supplied to the stripping device 3 by the heat exchanger 12 to be adjusted to a suitable temperature. Then, it is configured to be supplied to the subsequent methane fermentation tank 4.

メタン発酵槽4は、ストリッピング装置3から供給された脱アンモニア液を、メタン生成菌の働きによりメタン発酵して燃料などとして使用されるメタンを含む消化ガスを回収する装置である。具体的には、メタン発酵装置4は、被メタン処理液である脱アンモニア液を収容する発酵槽4a、発酵槽内の中央において垂直方向に配設されたドラフトチューブ4b、ドラフトチューブ4bに連通して上部に配設されたヘッドタンク4cから主になり、発酵槽4aはヘッドタンク4cにより覆蓋された密閉構造となる。   The methane fermentation tank 4 is an apparatus for recovering digestion gas containing methane that is used as a fuel by subjecting the deammonification liquid supplied from the stripping apparatus 3 to methane fermentation by the action of methane-producing bacteria. Specifically, the methane fermentation apparatus 4 communicates with a fermentation tank 4a that contains a deammonification liquid that is a methane treatment liquid, a draft tube 4b that is disposed vertically in the center of the fermentation tank, and a draft tube 4b. The fermenter 4a has a sealed structure covered with the head tank 4c.

スカム分離槽5は、メタン発酵槽内で浮上した浮上固形物を沈殿相、水相およびスカム相の三相に分離する沈降分離槽であり、沈降分離した汚泥の一部はメタン発酵槽4に循環されてメタン発酵槽4内の汚泥濃度の維持に供され、残部は脱水機9に供給されて処理される。   The scum separation tank 5 is a sedimentation separation tank that separates floating solids that have floated in the methane fermentation tank into three phases: a precipitation phase, an aqueous phase, and a scum phase. It is circulated and used for maintaining the sludge concentration in the methane fermentation tank 4, and the remainder is supplied to the dehydrator 9 for processing.

膜分離脱窒装置10は、硝化槽6bの硝化液を脱窒槽6aに循環して処理する循環脱窒装置6および硝化液を濾過膜で分離する膜分離装置7を組み合わせた装置が用いられ、スカム分離槽5で中間層に分離した水相を脱窒処理し分離膜で固液分離して清澄処理水を得る。   The membrane separation denitrification apparatus 10 is a combination of a circulation denitrification apparatus 6 that circulates and processes the nitrification liquid in the nitrification tank 6b to the denitrification tank 6a and a membrane separation apparatus 7 that separates the nitrification liquid with a filtration membrane. The aqueous phase separated into the intermediate layer in the scum separation tank 5 is denitrified and solid-liquid separated by a separation membrane to obtain clarified treated water.

次に、図1に記載した本発明に係る家畜糞尿の処理装置の系統図に基づいて家畜糞尿を処理する処理方法について説明する。
まず、家畜糞尿をスクリーン11に供給して家畜糞尿から夾雑物を除去する。分離した夾雑物は後記の脱水機9による脱水汚泥とともに、有機性固形分処理装置としての図示しないコンポスト化装置により堆肥化されて有効利用することができる。
Next, a processing method for processing livestock excreta based on the system diagram of the livestock excrement processing apparatus according to the present invention shown in FIG. 1 will be described.
First, livestock manure is supplied to the screen 11 to remove impurities from the livestock manure. The separated impurities can be composted by a composting apparatus (not shown) as an organic solid content processing apparatus together with the dewatered sludge by the dehydrator 9 described later, and can be used effectively.

スクリーン11で分離された分離液は、調整槽1に供給されて貯留され、適宜供給量に調整されて加熱処理槽2に供給される。加熱処理槽2に供給された分離液は、攪拌機2bにより攪拌しながらスチーム加熱器2aにより温度60〜85℃、好ましくは、70〜80℃に加熱し、滞留時間が3〜20時間で処理される。発生したガスは主に炭酸ガスであるため、大気に放出され、臭気を発生するものにあっては生物脱臭装置などの適宜な脱臭設備を経て放出される。また、アンモニアの揮散が惹起される恐れがある場合には、冷却器を配置して凝縮させ還流する。   The separation liquid separated by the screen 11 is supplied to and stored in the adjustment tank 1, is appropriately adjusted to the supply amount, and is supplied to the heat treatment tank 2. The separation liquid supplied to the heat treatment tank 2 is heated to a temperature of 60 to 85 ° C., preferably 70 to 80 ° C. by a steam heater 2a while being stirred by a stirrer 2b, and the residence time is processed for 3 to 20 hours. The Since the generated gas is mainly carbon dioxide gas, it is released to the atmosphere, and in the case of generating odor, it is released through an appropriate deodorizing equipment such as a biological deodorizing device. Further, when there is a risk of volatilization of ammonia, a cooler is arranged and condensed and refluxed.

前記所定の時間加熱処理された脱炭酸液は、熱交換器12を経て後段のストリッピング装置3に供給されるが、図示しない消泡剤供給装置により消泡剤が添加される。脱炭酸液は、炭酸化合物および蛋白質の少なくとも一部をそれぞれ脱炭酸および蛋白変性処理されているため、従来よりも極めて少ない消泡剤量の添加ですむことができる。   The decarboxylation solution heated for the predetermined time is supplied to the subsequent stripping device 3 through the heat exchanger 12, and an antifoaming agent is added by an antifoaming agent supply device (not shown). In the decarboxylation solution, since at least a part of the carbonic acid compound and the protein is decarboxylated and protein-denatured, respectively, it is possible to add a defoamer amount that is extremely smaller than before.

ストリッピング装置3に供給された脱炭酸液は、塔中段から加熱処理された脱炭酸液が供給され、塔底に直接スチームが吹き込まれることにより、有機性廃棄物中のアンモニア分が上昇スチームに同伴されて上昇し、棚段により分留濃縮され、塔頂からアンモニア含有蒸気として排出され、コンデンサー13を経てアンモニア貯留槽14に導入され、濃縮アンモニア水として貯留される。なお、ストリッピング処理は、圧力が10kPa〜20kPa、温度100℃〜105℃の水蒸気によりストリッピング処理される。また、処理する脱炭酸液の滞留時間は10〜30minに調整される。また、ストリッピング後のアンモニア性窒素濃度は1,000〜2,000mg/Lに調整される。ここで、アンモニア性窒素濃度が1,000mg/L未満では、メタン発酵により生成した炭酸ガスが、消化液中のアンモニア性窒素と反応して炭酸アンモニウムや炭酸水素アンモニウムとして固定される量が少なくなり、従って、消化ガス中のメタン濃度が低くなる。一方、2,000mg/Lを超えると、アンモニアによる発酵阻害の影響が出てくる。さらに、PHは7.5〜8.5に維持される。前記PH範囲外ではメタン発酵におけるPH阻害の影響が出てくる。   The decarboxylation solution supplied to the stripping apparatus 3 is supplied with the decarboxylation solution heated from the middle stage of the tower, and steam is blown directly into the bottom of the tower, so that the ammonia content in the organic waste rises to steam. It rises along with it, is fractionally concentrated by a shelf, is discharged as an ammonia-containing vapor from the top of the tower, is introduced into an ammonia storage tank 14 via a condenser 13, and is stored as concentrated ammonia water. In the stripping process, the stripping process is performed with water vapor having a pressure of 10 kPa to 20 kPa and a temperature of 100 ° C. to 105 ° C. Moreover, the residence time of the decarboxylation liquid to process is adjusted to 10-30 minutes. The ammoniacal nitrogen concentration after stripping is adjusted to 1,000 to 2,000 mg / L. Here, when the ammoniacal nitrogen concentration is less than 1,000 mg / L, the amount of carbon dioxide generated by methane fermentation reacts with the ammoniacal nitrogen in the digestive juice and is fixed as ammonium carbonate or ammonium bicarbonate. Therefore, the methane concentration in the digestion gas is lowered. On the other hand, when it exceeds 2,000 mg / L, the influence of fermentation inhibition by ammonia appears. Furthermore, PH is maintained at 7.5 to 8.5. Outside the PH range, the effect of PH inhibition in methane fermentation appears.

ストリッピング装置3により脱アンモニア処理された脱アンモニア液は、塔底から抜き出され、熱交換器12でストリッピング装置3に供給される脱炭酸液と熱交換して適宜温度に調整されて後段のメタン発酵槽4に供給される。   The deammonia solution that has been subjected to deammonia treatment by the stripping device 3 is extracted from the bottom of the column, and heat-exchanged with the decarbonation solution supplied to the stripping device 3 by the heat exchanger 12 to be adjusted to an appropriate temperature, followed by To the methane fermentation tank 4.

メタン発酵槽4に供給された脱アンモニア液は、発酵槽4a内で、35〜38℃の中温発酵処理方法で行われるが、54〜56℃程度の高温発酵処理方法であってもよい。また、メタン発酵処理におけるPHは8.0〜8.5に維持し、容積負荷量CODcr(二クロム酸カリウムを用いて測定される化学的酸素要求量)20〜25kg/m/dで運転される。発生した消化ガスは発酵槽4aの上部に形成されるガス溜りに滞留して内圧を高め、ドラフトチューブ4bに連通して上部に配設されたヘッドタンク4cへ消化液を押し上げることになる。 The deammonia solution supplied to the methane fermentation tank 4 is produced by a medium temperature fermentation treatment method at 35 to 38 ° C in the fermentation tank 4a, but may be a high temperature fermentation treatment method at about 54 to 56 ° C. Moreover, PH in methane fermentation treatment is maintained at 8.0 to 8.5, and is operated at a volumetric load CODcr (chemical oxygen demand measured using potassium dichromate) 20 to 25 kg / m 3 / d. Is done. The generated digested gas stays in the gas reservoir formed at the upper part of the fermenter 4a to increase the internal pressure, and communicates with the draft tube 4b to push up the digested liquid to the head tank 4c disposed at the upper part.

発酵槽4aの上部に形成されるガス溜りに滞留した消化ガスは、その圧力で消化ガス排出管から排出され、シールポット15を経て脱硫塔8に供給され、脱硫塔8により消化ガス中に混在する硫化水素を除去されて、ガスホルダ16に貯留される。ガスホルダ16に貯留された消化ガスは、加熱燃料などとして適宜利用される。なお、発生した消化ガスは、分離液中の炭酸アンモニウムや炭酸水素アンモニウムなどの炭酸塩が、加熱処理槽2において分解されて炭酸ガスとして除去され、また、メタン発酵に伴って発生する炭酸ガスが残留アンモニア性窒素と反応して炭酸塩として固定されるため、メタン濃度を高く維持することができ、燃料電池などの燃料としての価値も高くなる。
Digestion gas staying in the gas reservoir formed in the upper part of the fermenter 4 a is discharged from the digestion gas discharge pipe at that pressure, supplied to the desulfurization tower 8 through the seal pot 15, and mixed in the digestion gas by the desulfurization tower 8. Hydrogen sulfide to be removed is removed and stored in the gas holder 16. Digestion gas stored in the gas holder 16 is appropriately used as heated fuel or the like. The generated digestion gas is decomposed in the heat treatment tank 2 to remove carbonates such as ammonium carbonate and ammonium hydrogen carbonate in the separated liquid and removed as carbon dioxide gas. Since it reacts with the residual ammoniacal nitrogen and is fixed as carbonate, the methane concentration can be kept high, and the value as a fuel for fuel cells and the like is also increased.

ヘッドタンク4cへ上昇して滞留する消化液は、液表面に固形物が浮上してスカム層を形成するが、浮上した浮上固形物は抜き出し管から抜き出されてスカム分離槽5に供給され、沈殿相、水相およびスカム相の三相に分離される。スカム分離槽5の最上層に分離したスカム相および最下層に沈降分離した沈降汚泥の一部はそれぞれメタン発酵槽4に循環され、メタン発酵槽の汚泥濃度維持に供される。従って、従来のようにメタン発酵槽4内での汚泥の浮上による汚泥の処理水への流出を危惧する必要もなく、また、メタン発酵槽内の汚泥濃度を高く維持することができる。なお、メタン発酵槽4内の固形分濃度は、4wt%〜15wt%となるように調整される。   The digested liquid that rises and stays in the head tank 4c floats on the liquid surface to form a scum layer, but the floated solids are extracted from the extraction pipe and supplied to the scum separation tank 5, It is separated into three phases: precipitation phase, aqueous phase and scum phase. A part of the scum phase separated into the uppermost layer of the scum separation tank 5 and a portion of the settled sludge settled and separated into the lowermost layer is circulated to the methane fermentation tank 4 to maintain the sludge concentration in the methane fermentation tank. Therefore, there is no need to worry about the sludge flowing into the treated water due to the sludge floating in the methane fermentation tank 4 as in the prior art, and the sludge concentration in the methane fermentation tank can be kept high. In addition, the solid content concentration in the methane fermentation tank 4 is adjusted to be 4 wt% to 15 wt%.

スカム分離槽5で中段に分離した水相は、膜分離脱窒装置10における脱窒装置6の脱窒槽6aに供給され嫌気性に維持されるとともに、後段に配置された好気性の硝化槽6bの間で循環されることにより、生物学的脱窒処理が行われる。脱窒装置6で脱窒処理された硝化液の一部は膜分離装置7に供給され、分離膜により固液分離され、分離膜を透過した分離液は清澄処理水として系外に排出される。また、分離膜の非透過側に得られる濃縮液は脱窒槽6aに循環され、生物学的脱窒反応の炭素源として利用される。   The aqueous phase separated in the middle stage in the scum separation tank 5 is supplied to the denitrification tank 6a of the denitrification apparatus 6 in the membrane separation denitrification apparatus 10 and maintained anaerobic, and the aerobic nitrification tank 6b disposed in the subsequent stage. Biological denitrification treatment is performed by circulating between them. A part of the nitrification liquid denitrified by the denitrification apparatus 6 is supplied to the membrane separation apparatus 7, solid-liquid separated by the separation membrane, and the separation liquid that has permeated the separation membrane is discharged out of the system as clarified treated water. . Further, the concentrated liquid obtained on the non-permeating side of the separation membrane is circulated to the denitrification tank 6a and used as a carbon source for biological denitrification reaction.

また、脱窒槽6aから一部の脱窒汚泥が抜き出され、前記スカム分離槽5の沈降汚泥の一部とともに脱水機9に供給されて、脱水処理されコンポスト化装置などにより堆肥化されて有効利用することができる。また、脱水機9により分離された液は、脱窒槽6aに循環されて再度処理される。   Further, a part of the denitrification sludge is extracted from the denitrification tank 6a, supplied to the dehydrator 9 together with a part of the settled sludge in the scum separation tank 5, and dehydrated and composted by a composting device or the like. Can be used. The liquid separated by the dehydrator 9 is circulated to the denitrification tank 6a and processed again.

このように家畜糞尿の処理装置を構成し、家畜糞尿を処理運転したことで、家畜糞尿のメタン発酵を効率的に行うことができ、廃棄物である家畜糞尿を、排出元の近傍農家などで利用可能な家畜飼料や肥料および燃料ガスなどの多くの有効な処理物として回収できるとともに、廃棄物としての排出を極力少なくすることができる。   By configuring the livestock manure processing device in this way and processing livestock manure, methane fermentation of livestock manure can be performed efficiently, and the livestock manure that is the waste can be removed by the nearby farmhouse of the discharge source, etc. It can be recovered as many effective processed materials such as livestock feed, fertilizer and fuel gas that can be used, and discharge as waste can be minimized.

試験例
以下に豚糞尿を処理した試験例について述べる。なお、処理した豚糞尿のスクリーン出口液性(以下「原液」という)は、以下のとおりである。
CODcr(二クロム酸カリウムを用いて測定された化学的酸素要求量)=41,000mg/L、T−N(全窒素)=4,100mg/L、NH−N(アンモニア性窒素)=2,900mg/L、SS(浮遊物質)=18,000mg/L、PH=8.2
Test Example A test example in which pig manure was treated is described below. In addition, the screen exit liquid property (hereinafter referred to as “stock solution”) of the treated swine manure is as follows.
CODcr (chemical oxygen demand measured using potassium dichromate) = 41,000 mg / L, TN (total nitrogen) = 4,100 mg / L, NH 4 —N (ammonia nitrogen) = 2 , 900 mg / L, SS (floating matter) = 18,000 mg / L, PH = 8.2

1.加熱処理槽での処理による消泡剤添加量の変化(効果が認められる消泡剤添加量)
なお、消泡剤としては、シリコーン系消泡剤(信越化学工業社製、KM−73)を使用
<温度の影響>
原液における消泡剤添加量:400〜450mg/L
温度60℃、20時間、加熱処理:100〜150mg/L
温度70℃、20時間、加熱処理:100〜150mg/L
温度80℃、20時間、加熱処理:40〜50mg/L
<加熱時間の影響>
原液における消泡剤添加量:3,000mg/L
温度80℃、1時間、加熱処理:600mg/L
温度80℃、5時間、加熱処理:400mg/L
温度80℃、20時間、加熱処理:200mg/L
前記結果から、加熱処理により消泡剤の使用量を大幅に削減できることが判明した。
1. Change in the amount of antifoam added by treatment in the heat treatment tank (defoamer added in which the effect is recognized)
As the antifoaming agent, a silicone-based antifoaming agent (manufactured by Shin-Etsu Chemical Co., Ltd., KM-73) is used <Influence of temperature>
Defoamer addition amount in the stock solution: 400-450 mg / L
Temperature 60 ° C., 20 hours, heat treatment: 100 to 150 mg / L
Temperature 70 ° C., 20 hours, heat treatment: 100 to 150 mg / L
Temperature 80 ° C., 20 hours, heat treatment: 40-50 mg / L
<Influence of heating time>
Defoamer addition amount in the stock solution: 3,000 mg / L
Temperature 80 ° C., 1 hour, heat treatment: 600 mg / L
Temperature 80 ° C., 5 hours, heat treatment: 400 mg / L
Temperature 80 ° C., 20 hours, heat treatment: 200 mg / L
From the results, it was found that the amount of antifoaming agent used can be greatly reduced by heat treatment.

2.脱アンモニアのメタン発酵への影響
ストリッピング装置によりアンモニアを除去し、メタン発酵槽に供給し、温度35℃の中温発酵にて処理性能を検討した。この結果、アンモニア性窒素が2,000mg/Lを超えるとCODcr除去率は40%以下に低下し、メタン発酵槽内有機酸は1,000〜2,000mg/Lが蓄積した。
前記結果から、アンモニア性窒素量が多くなるとアンモニアによる発酵阻害の影響が現れることが判明した。
2. Effect of deammonification on methane fermentation Ammonia was removed by a stripping device, supplied to a methane fermentation tank, and the treatment performance was examined by medium temperature fermentation at a temperature of 35 ° C. As a result, when ammoniacal nitrogen exceeded 2,000 mg / L, the CODcr removal rate decreased to 40% or less, and 1,000 to 2,000 mg / L of organic acid in the methane fermentation tank accumulated.
From the above results, it was found that the influence of fermentation inhibition by ammonia appears as the amount of ammoniacal nitrogen increases.

実施例1
スクリーン出口の豚糞尿を本発明で処理した実施例について述べる。
原液の液性
CODcr:45,000mg/L、BOD:24,000mg/L、VTS[強熱減量(蒸発残留物を600℃で強熱したときの減量割合)]:18,000mg/L、T−N:5,000mg/L、NH−N:4,200mg/L、SS:15,000mg/L、PH:8.2
前記原液を加熱処理槽で温度:80℃、20時間加熱処理して、CO除去率:50%、PH:8.6〜8.9、NH−N:2,600〜3,800mg/Lでストリッピング装置に供給し、ストリッピング装置で脱アンモニア処理して、アンモニア性窒素量:1,300〜1,800mg/L、PH:7.5〜8.0としてメタン発酵槽に供給した。
メタン発酵槽で、温度:35℃、PH:8.2〜8.5、容積負荷CODcr:20kg/m/d、VTS:7kg/m/dで処理した結果、メタン発生量:500Nm−CH/T−入口VTSであった。また、そのガス組成は、CH:80〜88vol%、CO:20〜12vol%であった。
加熱処理や脱アンモニア処理をしない従来法では、容積負荷VTS:2.5〜3kg/m/dでの処理となり、メタン発生量は350Nm−CH/T−入口VTSであった。また、そのガス組成は、CH:60vol%、CO:40vol%であった。
前記結果から、アンモニア性窒素量を1,000〜2,000mg/L程度残留させてメタン発酵処理する本発明では、極めて高い濃度のメタンガスを多量に生成回収できることが判明した。このように、高いメタン濃度となるのは、原液中の炭酸塩が、加熱処理槽において炭酸ガスとして除去され、また、メタン発酵に伴って発生する炭酸ガスが残留アンモニア性窒素と反応して炭酸塩として固定される相乗効果によるものと考えられる。
Example 1
An embodiment in which pig manure at the screen exit is treated according to the present invention will be described.
Stock solution CODcr: 45,000 mg / L, BOD: 24,000 mg / L, VTS [Loss on ignition (reduction rate when evaporation residue is ignited at 600 ° C.)]: 18,000 mg / L, T -N: 5,000mg / L, NH 4 -N: 4,200mg / L, SS: 15,000mg / L, PH: 8.2
The stock solution was heat-treated in a heat treatment tank at a temperature of 80 ° C. for 20 hours, CO 2 removal rate: 50%, PH: 8.6 to 8.9, NH 4 —N: 2,600 to 3,800 mg / L was supplied to the stripping device, deammoniated with the stripping device, and supplied to the methane fermenter as ammonia nitrogen amount: 1,300 to 1,800 mg / L, PH: 7.5 to 8.0. .
As a result of processing in a methane fermenter at a temperature of 35 ° C., a pH of 8.2 to 8.5, a volumetric load CODcr of 20 kg / m 3 / d, and a VTS of 7 kg / m 3 / d, the amount of methane generated: 500 Nm 3 was -CH 4 / T- entrance VTS. Further, the gas composition, CH 4: 80~88vol%, CO 2: was 20~12vol%.
In the conventional method without heat treatment or deammonia treatment, the volume load VTS was 2.5 to 3 kg / m 3 / d, and the amount of methane generated was 350 Nm 3 —CH 4 / T-inlet VTS. Further, the gas composition, CH 4: 60vol%, CO 2: was 40 vol%.
From the above results, it was found that a very high concentration of methane gas can be produced and recovered in a large amount in the present invention in which the amount of ammoniacal nitrogen is left at about 1,000 to 2,000 mg / L and methane fermentation treatment is performed. Thus, the high methane concentration is due to the fact that the carbonate in the stock solution is removed as carbon dioxide in the heat treatment tank, and the carbon dioxide generated during methane fermentation reacts with the residual ammoniacal nitrogen to produce carbonic acid. It is thought to be due to a synergistic effect fixed as a salt.

また、前記メタン発酵処理後の消化液を膜分離脱窒装置に供給して処理した結果、清澄処理水はBOD(生物化学的酸素要求量):10〜20mg/L、T−N:50〜120mg/Lを維持することができた。   Moreover, as a result of supplying and processing the digested liquid after the said methane fermentation process to a membrane separation denitrification apparatus, clarified treated water is BOD (biochemical oxygen demand): 10-20 mg / L, TN: 50- 120 mg / L could be maintained.

本発明によれば、牛、豚、鶏、馬や羊などの家畜糞尿や、食品廃棄物、または高濃度のアンモニア性窒素含有の有機性排水などの有機性廃棄物の処理に有用である。   INDUSTRIAL APPLICABILITY According to the present invention, it is useful for the treatment of livestock manure such as cattle, pigs, chickens, horses and sheep, food waste, or organic waste such as organic wastewater containing a high concentration of ammonia nitrogen.

本発明に係る有機性廃棄物(家畜糞尿)の処理装置の系統図である。It is a systematic diagram of the processing device of organic waste (livestock manure) concerning the present invention.

符号の説明Explanation of symbols

1 :調整槽
2 :加熱処理槽
3 :ストリッピング装置
4 :メタン発酵槽
5 :スカム分離槽
6 :脱窒装置
6a:脱窒槽
6b:硝化槽
9 :膜分離脱窒装置
DESCRIPTION OF SYMBOLS 1: Adjustment tank 2: Heat processing tank 3: Stripping apparatus 4: Methane fermentation tank 5: Scum separation tank 6: Denitrification apparatus 6a: Denitrification tank 6b: Nitrification tank 9: Membrane separation denitrification apparatus

Claims (8)

アンモニア性窒素を含有する有機性廃棄物をメタン発酵処理する有機性廃棄物の処理装置において、
前記有機性廃棄物を加熱して前記有機性廃棄物中の炭酸化合物および蛋白質の少なくとも一部をそれぞれ脱炭酸および蛋白変性処理する加熱処理装置と、
該加熱処理装置で加熱処理された加熱有機性廃棄物からストリッピング操作でアンモニア性窒素の一部を排出除去するストリッピング装置と、
該ストリッピング装置でアンモニア性窒素の一部が除去された有機性廃棄物を、メタン発酵して有機物の除去と消化ガスを回収するメタン発酵槽、
とを備えたことを特徴とする有機性廃棄物の処理装置。
In the organic waste treatment equipment for methane fermentation of organic waste containing ammonia nitrogen,
A heat treatment apparatus that heats the organic waste and decarboxylates and protein-denatures at least part of the carbonic acid compound and the protein in the organic waste, and
A stripping device that discharges and removes a part of the ammoniacal nitrogen by a stripping operation from the heated organic waste heat-treated by the heat treatment device;
A methane fermentation tank for removing organic matter and recovering digestion gas from organic waste from which ammonia nitrogen has been partially removed by the stripping device,
And an organic waste processing apparatus.
前記メタン発酵槽内で浮上した浮上固形物を沈殿相、水相およびスカム相の三相に分離するスカム分離槽と、
該スカム分離槽で最上層に浮上分離したスカム相を前記メタン発酵槽に循環するスカム循環経路および最下層に沈降分離した沈降汚泥を前記メタン発酵槽に循環する沈降汚泥循環経路、
とを、さらに備えた請求項1記載の有機性廃棄物の処理装置。
A scum separation tank for separating the floating solids floating in the methane fermentation tank into three phases of a precipitation phase, an aqueous phase and a scum phase;
A scum circulation path for circulating the scum phase floated and separated in the uppermost layer in the scum separation tank to the methane fermentation tank, and a settling sludge circulation path for circulating the settled sludge settled and separated in the lowermost layer to the methane fermentation tank,
The organic waste processing apparatus according to claim 1, further comprising:
前記スカム分離槽で中間層に分離した水相を脱窒処理し分離膜で固液分離して清澄処理水を得る膜分離脱窒装置、
をさらに備えた請求項2記載の有機性廃棄物の処理装置。
A membrane separation and denitrification device for obtaining a clarified treated water by denitrifying the aqueous phase separated into an intermediate layer in the scum separation tank and performing solid-liquid separation with a separation membrane;
The organic waste processing apparatus according to claim 2, further comprising:
アンモニア性窒素を含有する有機性廃棄物をメタン発酵処理する有機性廃棄物の処理方法において、
前記有機性廃棄物を加熱処理槽で加熱して前記有機性廃棄物中の炭酸化合物および蛋白質の少なくとも一部をそれぞれ脱炭酸および蛋白変性処理し、発生した炭酸ガスを排出除去する加熱処理工程と、
該加熱処理工程で加熱処理された加熱有機性廃棄物をストリッピング装置でのストリッピング操作によりアンモニア性窒素の一部を排出除去するストリッピング工程と、
該ストリッピング工程でアンモニア性窒素の一部が除去された有機性廃棄物を、メタン発酵して有機物の除去と消化ガスを回収するメタン発酵工程、
とを備えたことを特徴とする有機性廃棄物の処理方法。
In the organic waste processing method of fermenting methane fermentation of organic waste containing ammonia nitrogen,
A heating treatment step of heating the organic waste in a heat treatment tank to decarboxylate and denature each of the carbonic acid compound and protein in the organic waste, and discharge and remove the generated carbon dioxide; ,
A stripping step of discharging and removing a part of the ammoniacal nitrogen by a stripping operation in a stripping apparatus from the heated organic waste heat-treated in the heat treatment step;
Organic waste from which a part of ammonia nitrogen has been removed in the stripping process is subjected to methane fermentation to remove organic substances and collect digestion gas,
And a method for treating organic waste.
前記メタン発酵工程で浮上した浮上固形物を沈殿相、水相およびスカム相の三相に分離するスカム分離工程と、
該スカム分離工程で最上層に分離したスカム相を前記メタン発酵槽に循環するスカム循環工程および最下層に沈降分離した沈降汚泥を前記メタン発酵槽に循環する沈降汚泥循環工程と、
該スカム分離工程で中間層に分離した水相を脱窒処理し分離膜で固液分離して清澄処理水を得る膜分離脱窒工程、
とを、さらに備えた請求項4記載の有機性廃棄物の処理方法。
A scum separation step of separating the floating solids floating in the methane fermentation step into three phases of a precipitation phase, an aqueous phase and a scum phase;
A scum circulation step for circulating the scum phase separated in the uppermost layer in the scum separation step to the methane fermentation tank, and a settling sludge circulation step for circulating the settled sludge settled and separated in the lowermost layer to the methane fermentation tank;
A membrane separation denitrification step in which the aqueous phase separated into the intermediate layer in the scum separation step is denitrified and subjected to solid-liquid separation in a separation membrane to obtain clarified treated water;
The organic waste processing method according to claim 4, further comprising:
前記有機性廃棄物が家畜糞尿である請求項4または請求項5に記載の有機性廃棄物の処理方法。   The method for treating organic waste according to claim 4 or 5, wherein the organic waste is livestock manure. 前記ストリッピング工程でアンモニア性窒素の一部が除去された有機性廃棄物中のアンモニア性窒素濃度を1,000〜2,000mg/Lに調整する請求項4〜請求項6のいずれか1項に記載の有機性廃棄物の処理方法。
The ammonia nitrogen concentration in the organic waste from which a part of the ammonia nitrogen has been removed in the stripping step is adjusted to 1,000 to 2,000 mg / L. A method for treating organic waste as described in 1. above.
前記加熱処理工程では、温度60〜85℃、滞留時間3〜20時間で加熱処理する請求項4〜請求項7のいずれか1項に記載の有機性廃棄物の処理方法。   The organic waste treatment method according to any one of claims 4 to 7, wherein in the heat treatment step, the heat treatment is performed at a temperature of 60 to 85 ° C and a residence time of 3 to 20 hours.
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CN103523913A (en) * 2013-10-16 2014-01-22 桂林电子科技大学 Anaerobic biological treatment device for wastewater
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