JP2012200691A - Method and system for methane fermentation of sludge using hydrothermal reaction - Google Patents

Method and system for methane fermentation of sludge using hydrothermal reaction Download PDF

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JP2012200691A
JP2012200691A JP2011069046A JP2011069046A JP2012200691A JP 2012200691 A JP2012200691 A JP 2012200691A JP 2011069046 A JP2011069046 A JP 2011069046A JP 2011069046 A JP2011069046 A JP 2011069046A JP 2012200691 A JP2012200691 A JP 2012200691A
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sludge
methane fermentation
methane
hydrothermal reaction
molecular weight
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Masahiro Tatara
昌浩 多田羅
Shigeru Kikuchi
菊池  茂
Hitoshi Maeda
均 前田
Motonobu Okabe
元宣 岡部
Nobuyuki Shinohara
信之 篠原
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Kajima Corp
Mitsubishi Nagasaki Machinery Mfg Co Ltd
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Kajima Corp
Mitsubishi Nagasaki Machinery Mfg Co Ltd
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Priority to PCT/JP2012/055769 priority patent/WO2012132798A1/en
Publication of JP2012200691A publication Critical patent/JP2012200691A/en
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/18Treatment of sludge; Devices therefor by thermal conditioning
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/02Biological treatment
    • C02F11/04Anaerobic treatment; Production of methane by such processes
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/12Treatment of sludge; Devices therefor by de-watering, drying or thickening
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/03Pressure
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/40Liquid flow rate
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/42Liquid level
    • 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
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

Abstract

PROBLEM TO BE SOLVED: To provide a methane fermentation method and system that can increase the amount of methane gas recovered from sludge pretreated by hydrothermal reaction.SOLUTION: After sludge S is concentrated to a predetermined moisture content by a concentration device 4, the concentrated sludge S is circulated between a hydrothermal reactor 11 and a gas-liquid separator 12 for a predetermined time to reduce the molecular weight thereof while heating the sludge to a hydrothermal reaction temperature T maximizing the amount of recovered methane gas per unit amount of the sludge resulting from methane fermentation, and the sludge S having being reduced in the molecular weight is held in a methane fermentation tank 20 for a predetermined time to recover methane gas G. Preferably, the hydrothermal reaction temperature T is a temperature in a range of 160-200°C, maximizing the amount of recovered methane gas per unit amount of the sludge resulting from methane fermentation, and the sludge S having being reduced in the molecular weight is held for 3-5 days in the methane fermentation tank 20 to recover the methane gas G.

Description

本発明は汚泥の水熱反応利用型メタン発酵処理方法及びシステムに関し、とくに下水処理場や廃水処理場等から排出される汚泥を水熱反応により低分子化したうえでメタン発酵処理する方法及び装置に関する。   TECHNICAL FIELD The present invention relates to a sludge hydrothermal reaction type methane fermentation treatment method and system, and in particular, a method and apparatus for methane fermentation treatment after sludge discharged from a sewage treatment plant, wastewater treatment plant, etc. is reduced in molecular weight by a hydrothermal reaction. About.

下水処理場や化学工場、食品工場等の廃水処理場では、下水・廃水中の有機物を微生物分解する活性汚泥法が広く行われており、未分解有機物や増殖した微生物等の固形分を含む大量の生汚泥及び余剰汚泥(以下、両者をまとめて単に汚泥という)が発生する。汚泥は産業廃棄物として処分する必要があり、従来多くの汚泥は脱水又は焼却後に埋立処分されているが、最近は温暖化防止等の観点から焼却処分等を避けて減容化・減量化することが求められており、その一手法として汚泥を減容・減量すると同時にエネルギー資源となるメタンガスを回収できるメタン発酵処理技術の研究開発が進められている。従来のメタン発酵処理技術で汚泥をメタンガスに分解することも可能であるが、汚泥中には微生物由来の難分解固形分が多量に含まれているため分解処理効率が低く、メタンガスに分解されるまで非常に長い時間(例えば15〜30日以上の消化日数)を要し、そのために設備の規模が大きくなってしまう等の問題点がある。   In wastewater treatment plants such as sewage treatment plants, chemical factories, and food factories, the activated sludge method that microbially decomposes organic matter in sewage and wastewater is widely used, and a large amount containing solid matter such as undegraded organic matter and grown microorganisms. Raw sludge and surplus sludge (hereinafter referred to simply as sludge). Sludge must be disposed of as industrial waste, and many sludges have been disposed of in landfills after dehydration or incineration, but recently they have been reduced in volume and volume by avoiding incineration from the viewpoint of preventing global warming. As one of the methods, research and development of methane fermentation treatment technology that can reduce the volume and volume of sludge and at the same time recover methane gas as an energy resource is underway. Although it is possible to decompose sludge into methane gas using conventional methane fermentation treatment technology, the sludge contains a large amount of difficult-to-decompose solids derived from microorganisms, so the decomposition efficiency is low and it is decomposed into methane gas. It takes a very long time (for example, 15 to 30 days or more of digestion days), and there is a problem that the scale of the facility becomes large.

メタン発酵処理による汚泥の分解処理効率を高めるため、アルカリ処理、オゾン処理、超音波処理等の前処理により汚泥を低分子化したうえでメタン発酵処理することが提案されている(例えば特許文献1参照)。しかし、これらの前処理は消費エネルギー等の観点から経済収支が成り立つまでには至っていない。これに対し、比較的小さな消費エネルギーで汚泥を低分子化できる前処理技術として水熱反応(高温高圧水による加水分解反応)が注目されている。水熱反応は、水の臨界点(374℃、22MPa)より温度・圧力は低いが常温水の300倍近いイオン積を有する高温高圧水(以下、熱水ということがある)を用いた加水分解反応であり、熱水の加水分解作用により固形分を含む汚泥を短時間でメタン発酵容易な低分子にまで分解することができる一方で、超臨界水反応に比して分解力が弱く有機物を無機物にまで分解される前に取り出すことができるので、汚泥の前処理に適しているといわれている(特許文献2、3参照)。   In order to increase the efficiency of sludge decomposition treatment by methane fermentation treatment, it has been proposed that methane fermentation treatment is performed after sludge is depolymerized by pretreatment such as alkali treatment, ozone treatment, and ultrasonic treatment (for example, Patent Document 1). reference). However, these pretreatments have not yet reached an economic balance from the viewpoint of energy consumption. On the other hand, hydrothermal reaction (hydrolysis reaction with high-temperature and high-pressure water) has attracted attention as a pretreatment technology that can reduce sludge to a low molecular weight with relatively small energy consumption. Hydrothermal reaction is hydrolysis using high-temperature and high-pressure water (hereinafter sometimes referred to as hot water) having an ionic product nearly 300 times lower than the critical point of water (374 ° C., 22 MPa) but having a temperature and pressure lower than 300 times. While it is a reaction and can hydrolyze sludge containing solids to a low molecule that can be easily fermented to methane in a short time by hydrolyzing action of hot water, it has weaker decomposition power than supercritical water reaction, Since it can be taken out before being decomposed into inorganic substances, it is said to be suitable for pretreatment of sludge (see Patent Documents 2 and 3).

例えば特許文献2は、図4に示すように供給タンク6に蓄えた汚泥スラリーを、供給装置(高圧ポンプ等)7により所定温度の加熱器11aを介して水熱反応装置10aに供給して低分子化したのち、その低分子化処理物から分離した水相を定量ポンプ19aによりメタン発酵槽20へ導入してメタン発酵処理するメタンガス製造方法を開示している。例えば、水熱反応後の低分子化処理物を原料タンク19に一時蓄えて遠心分離器(図示せず)により油相−水相−固形相の3層に分離し、分離した水相をメタン発酵槽20に導入する。メタン発酵槽20で発生したメタンガスは、パイプを介してガスタンク23に回収する。図示例は汚泥スラリーを連続的に低分子化処理する連続式の水熱反応装置10aを示しているが、バッチ式の水熱反応装置を用いることもできる。   For example, in Patent Document 2, as shown in FIG. 4, the sludge slurry stored in the supply tank 6 is supplied to the hydrothermal reaction device 10a by the supply device (high pressure pump or the like) 7 through the heater 11a having a predetermined temperature. A method for producing methane gas is disclosed in which, after molecularization, the aqueous phase separated from the low molecular weight treated product is introduced into the methane fermentation tank 20 by a metering pump 19a and subjected to methane fermentation. For example, the low molecular weight processed product after the hydrothermal reaction is temporarily stored in the raw material tank 19 and separated into three layers of an oil phase, an aqueous phase and a solid phase by a centrifuge (not shown), and the separated aqueous phase is converted into methane. Introduce into the fermenter 20. Methane gas generated in the methane fermentation tank 20 is collected in the gas tank 23 through a pipe. Although the illustrated example shows a continuous hydrothermal reaction apparatus 10a for continuously reducing the molecular weight of sludge slurry, a batch type hydrothermal reaction apparatus can also be used.

また特許文献3は、図5に示すように粉砕タンク8aと供給タンク6と循環型水熱反応装置10とを用いた汚泥の前処理方法を開示している。図示例の粉砕タンク8aに蓄えた汚泥は、粉砕ポンプ8b及び三方弁8c(粉砕タンク8a側に切り替えられている)を介して循環しながらスラリー状に粉砕されたのち、三方弁8c(供給タンク6側に切り替えられている)を介して供給タンク6に送られ、更に供給装置(モーノポンプ等)7を介して水熱反応装置10の循環ポンプ14のサクション側へ供給される。図示例の循環型水熱反応装置10は、熱交換器を含む水熱反応器11と気液分離器12と循環ポンプ14とにより構成されており、供給された汚泥スラリーを水熱反応器11と気液分離器12と循環ポンプ14とを結ぶ循環路に循環させながら低分子化する。   Patent Document 3 discloses a sludge pretreatment method using a pulverization tank 8a, a supply tank 6, and a circulating hydrothermal reactor 10 as shown in FIG. The sludge stored in the pulverization tank 8a in the illustrated example is pulverized into a slurry while circulating through a pulverization pump 8b and a three-way valve 8c (switched to the pulverization tank 8a side), and then the three-way valve 8c (supply tank). 6 is switched to the supply side 6) and further supplied to the suction side of the circulation pump 14 of the hydrothermal reaction device 10 via the supply device (Mono pump or the like) 7. The circulation type hydrothermal reaction apparatus 10 in the illustrated example includes a hydrothermal reactor 11 including a heat exchanger, a gas-liquid separator 12 and a circulation pump 14, and the supplied sludge slurry is converted into the hydrothermal reactor 11. The molecular weight is reduced while circulating in the circulation path connecting the gas-liquid separator 12 and the circulation pump 14.

図5において水熱反応装置10に供給された汚泥スラリーは、循環ポンプ14により水熱反応器11内の細管群(熱交換器)の内部を上昇しながら加熱媒体Hとの熱交換により熱水となって低分子化され、上部連通管11aを介して気液分離器12に送入される。水熱反応器11と気液分離器12との圧力差は均圧管11bにより消去されており、気液分離器12の液面は制御装置15により一定に維持されている。従って、水熱反応器11からの汚泥の送入に応じて、気液分離器12内の分解水溶液(低分子化された汚泥)の一部が自圧で液面コントロール弁15aを介して反応装置10の外部へ溢出又は抜出され、残りの分解水溶液が循環ポンプ14によって再び水熱反応器11内に戻されて循環する。循環路の内容積を汚泥スラリーの供給量xと分解水溶液の循環時間yとの積(xy)に一致させることにより、水熱反応装置10内の汚泥スラリーの循環時間yを一定に維持し、外部へ出力された分解水溶液を均一な濃度とすることができる。図中の符合16は気液分離器12の温度計、符合17は圧力逃がし弁17a付き圧力計、符合18は安全弁を示す。   In FIG. 5, the sludge slurry supplied to the hydrothermal reactor 10 is heated by the heat exchange with the heating medium H while moving up inside the thin tube group (heat exchanger) in the hydrothermal reactor 11 by the circulation pump 14. Thus, the molecular weight is reduced, and it is fed into the gas-liquid separator 12 through the upper communication pipe 11a. The pressure difference between the hydrothermal reactor 11 and the gas-liquid separator 12 is eliminated by the pressure equalizing tube 11b, and the liquid level of the gas-liquid separator 12 is maintained constant by the control device 15. Therefore, in response to the sludge being fed from the hydrothermal reactor 11, a part of the decomposition aqueous solution (sludge with reduced molecular weight) in the gas-liquid separator 12 reacts through the liquid level control valve 15a under its own pressure. Overflowing or withdrawing to the outside of the apparatus 10, the remaining decomposition aqueous solution is returned again into the hydrothermal reactor 11 by the circulation pump 14 and circulated. By making the internal volume of the circulation path coincide with the product (xy) of the supply amount x of the sludge slurry and the circulation time y of the decomposition aqueous solution, the circulation time y of the sludge slurry in the hydrothermal reactor 10 is kept constant, The decomposed aqueous solution output to the outside can have a uniform concentration. In the figure, reference numeral 16 denotes a thermometer of the gas-liquid separator 12, reference numeral 17 denotes a pressure gauge with a pressure relief valve 17a, and reference numeral 18 denotes a safety valve.

特開2000−288594号公報JP 2000-288594 A 国際公開第2004/037731号パンフレットInternational Publication No. 2004/037731 Pamphlet 特開2008−296192号公報JP 2008-296192 A 特開2000−167523号公報JP 2000-167523 A

しかし、図4に示す連続式(又はバッチ式)の水熱反応装置10aは、比較的低濃度の汚泥スラリーを低分子化処理することは可能であるものの、固形分が高濃度に含まれる汚泥スラリーを低分子化処理するには適していない問題点がある。すなわち、図4のように1パス(スルー)方式の水熱反応装置10aに高濃度の汚泥スラリーを供給すると、装置内部で固液分離が発生して液分が優先的に排出されると共に固形分が装置内部に滞留してしまうので、装置から排出される汚泥(低分子化された汚泥)に濃度のバラツキが生じやすい。また、装置内部に滞留した固形分が高温の内面に接触して固着又は焦げ付くおそれがある。従って、図4の水熱反応装置10aを用いた前処理は、汚泥を多量の水分が含まれる低濃度のまま加熱しなければならないので、低分子化処理に比較的大きな加熱エネルギーを必要とする課題が残る。   However, the continuous (or batch) hydrothermal reactor 10a shown in FIG. 4 is capable of reducing the molecular weight of a sludge slurry having a relatively low concentration, but the sludge having a high solid content. There is a problem that is not suitable for lowering the molecular weight of the slurry. That is, when a high-concentration sludge slurry is supplied to the one-pass (through) type hydrothermal reaction apparatus 10a as shown in FIG. 4, solid-liquid separation occurs inside the apparatus, and the liquid component is discharged preferentially and solid. Since the water stays inside the device, the concentration of the sludge discharged from the device (sludge with reduced molecular weight) tends to vary. Further, there is a possibility that the solid content staying inside the apparatus may come into contact with the high temperature inner surface and be fixed or burnt. Therefore, the pretreatment using the hydrothermal reactor 10a in FIG. 4 requires that the sludge be heated at a low concentration containing a large amount of water, and therefore requires relatively large heating energy for the low molecular weight treatment. Issues remain.

これに対し図5のような循環型の水熱反応装置10は、固形分を含む高濃度汚泥スラリー(例えば固形分率30〜70重量%の汚泥スラリー)を低分子化処理することも可能である。すなわち、図5の水熱反応装置10では、水熱反応器11と気液分離器12とを結ぶ循環路の内容積をxy(=汚泥スラリーの供給量xと分解水溶液の循環時間yとの積)とすることによりスラリーを繰り返し系内循環させても循環路でのスラリー滞留時間を一定に維持することができ、しかも循環路にスラリー中の固形分の終末沈降速度より速い流れ(例えば終末沈降速度の数倍程度の速さの流れ)を生じさせて上述した装置内部での固形分の沈降・滞留を避けることができる。図5の循環型の水熱反応装置10を前処理として図4のメタン発酵槽20と組み合わせれば、汚泥を比較的小さな消費エネルギーで低分子化し、汚泥のメタン発酵処理効率を経済的に高めることが期待できる。   On the other hand, the circulation type hydrothermal reaction apparatus 10 as shown in FIG. 5 can also perform a low molecular weight treatment on a high-concentration sludge slurry containing a solid content (for example, a sludge slurry having a solid content rate of 30 to 70% by weight). is there. That is, in the hydrothermal reactor 10 of FIG. 5, the internal volume of the circulation path connecting the hydrothermal reactor 11 and the gas-liquid separator 12 is expressed as xy (= sludge slurry supply amount x and decomposition aqueous solution circulation time y. The slurry residence time in the circulation path can be kept constant even when the slurry is repeatedly circulated in the system, and the flow rate is faster than the terminal sedimentation rate of the solid content in the slurry (for example, the terminal). It is possible to avoid sedimentation and stagnation of solid content in the apparatus described above by generating a flow several times faster than the sedimentation speed. When the circulation type hydrothermal reactor 10 of FIG. 5 is combined with the methane fermentation tank 20 of FIG. 4 as a pretreatment, sludge is reduced in molecular weight with relatively small energy consumption, and the methane fermentation treatment efficiency of sludge is economically increased. I can expect that.

しかし、水熱反応装置10とメタン発酵槽20とを組み合わせたシステム全体のエネルギー効率を見た場合、単に汚泥を低分子化する前処理の消費エネルギーが小さいだけでは充分でなく、メタン発酵処理において充分な量のメタンガスを回収することができ、回収したメタンガスのエネルギーにより前処理の消費エネルギーを補い又は賄えることが重要である。特許文献3は前処理における汚泥の分解特性の観点から水熱反応装置10の最適条件が設定できることを示唆しているが、メタン発酵槽20と組み合わせたシステム全体の観点からは、メタン発酵効率を高めてメタンガスの回収量が大きくなるように前処理の水熱反応装置10の条件を設定する必要がある。   However, when looking at the energy efficiency of the entire system that combines the hydrothermal reactor 10 and the methane fermentation tank 20, it is not sufficient that the energy consumption of the pretreatment for reducing the sludge to be a low molecular weight is sufficient. It is important that a sufficient amount of methane gas can be recovered, and that the energy consumed in the pretreatment can be supplemented or covered by the energy of the recovered methane gas. Patent Document 3 suggests that the optimum conditions of the hydrothermal reactor 10 can be set from the viewpoint of sludge decomposition characteristics in the pretreatment. From the viewpoint of the entire system combined with the methane fermentation tank 20, the methane fermentation efficiency is It is necessary to set the conditions of the pretreatment hydrothermal reactor 10 so that the recovered amount of methane gas is increased.

そこで本発明の目的は、水熱反応で前処理した汚泥からのメタンガス回収量を増やすことができるメタン発酵処理方法及びシステムを提供することにある。   Therefore, an object of the present invention is to provide a methane fermentation treatment method and system capable of increasing the amount of methane gas recovered from sludge pretreated by a hydrothermal reaction.

本発明者らは、前処理として水熱反応を組み合わせたメタン発酵処理の研究開発の結果、前処理の水熱反応により低分子化された汚泥(以下、低分子化汚泥ということある)は、固形分の分解率が同程度であっても、水熱反応の反応温度(以下、熱水温度ということがある)によってメタン発酵処理時に回収できる汚泥単位量当たりのメタンガス量が相違することを実験的に見出した(後述する図3のグラフ参照)。前処理における水熱反応の熱水温度をメタン発酵処理に適するように設定すれば、メタンガスの回収量を増やして前処理を含むシステム全体の効率を高めることが期待できる。本発明は、この知見に基づく更なる研究開発の結果、完成に至ったものである。   As a result of research and development of methane fermentation treatment combined with hydrothermal reaction as a pretreatment, the present inventors have achieved sludge that has been reduced in molecular weight by the hydrothermal reaction in the pretreatment (hereinafter sometimes referred to as low molecular weight sludge). Even if the decomposition rate of the solid content is about the same, the amount of methane gas per unit sludge that can be recovered during methane fermentation treatment varies depending on the reaction temperature of the hydrothermal reaction (hereinafter sometimes referred to as hot water temperature) (See the graph of FIG. 3 described later). If the hot water temperature of the hydrothermal reaction in the pretreatment is set so as to be suitable for the methane fermentation treatment, it can be expected that the recovery amount of methane gas is increased and the efficiency of the entire system including the pretreatment is increased. The present invention has been completed as a result of further research and development based on this finding.

図1の実施例を参照するに、本発明による汚泥の水熱反応利用型メタン発酵処理方法は、汚泥Sを所定含水率に濃縮したのち(図1の濃縮装置4参照)、その濃縮汚泥Sを水熱反応器11と気液分離器12との間に所定時間循環させてメタン発酵処理による汚泥単位量当たりのメタンガス回収量が最大となる熱水温度Tに加熱しながら低分子化し(図1の水熱反応装置10参照)、その低分子化汚泥Sをメタン発酵槽20に所定時間滞留させてメタンガスGを回収してなるものである。   Referring to the embodiment of FIG. 1, the sludge hydrothermal reaction type methane fermentation treatment method according to the present invention concentrates the sludge S to a predetermined moisture content (see the concentrator 4 in FIG. 1), and then concentrates the sludge S. Is circulated between the hydrothermal reactor 11 and the gas-liquid separator 12 for a predetermined time to reduce the molecular weight while heating to a hot water temperature T at which the amount of methane gas recovered per unit amount of sludge by methane fermentation treatment is maximized (see FIG. 1), the low molecular weight sludge S is retained in the methane fermentation tank 20 for a predetermined time and the methane gas G is recovered.

また、図1のブロック図を参照するに、本発明による汚泥の水熱反応利用型メタン発酵処理システムは、汚泥Sを所定含水率に濃縮する濃縮装置4、その濃縮汚泥Sを水熱反応器11と気液分離器12との間に所定時間循環させてメタン発酵処理による汚泥単位量当たりのメタンガス回収量が最大となる熱水温度Tに加熱しながら低分子化する循環型水熱反応装置10、及びその低分子化汚泥Sを所定時間滞留させてメタンガスGを回収するメタン発酵槽20を備えてなるものである。   Referring to the block diagram of FIG. 1, the sludge hydrothermal reaction type methane fermentation treatment system according to the present invention is a concentrator 4 for concentrating the sludge S to a predetermined moisture content, and the concentrated sludge S is converted into a hydrothermal reactor. A circulating hydrothermal reactor that circulates between the gas 11 and the gas-liquid separator 12 for a predetermined time and reduces the molecular weight while heating to a hot water temperature T at which the amount of methane gas recovered per unit amount of sludge by methane fermentation treatment is maximized. 10 and a methane fermentation tank 20 for collecting the methane gas G by retaining the low molecular weight sludge S for a predetermined time.

好ましくは、循環型水熱反応装置10の熱水温度Tを、160〜200℃の温度範囲においてメタン発酵処理による汚泥単位量当たりのメタンガス回収量が極大となる温度Tとする。また、熱水温度Tは濃縮汚泥Sの所定循環時間(水熱反応器11と気液分離器12との間に循環させる所定時間)に応じて調整することが望ましく、低分子化汚泥Sはメタン発酵槽20に3〜5日滞留させてメタンガスGを回収することが望ましい。更に好ましくは、図示例のように、メタン発酵槽20で回収したメタンガスGを入力して水熱反応器11に加熱エネルギーを供給するボイラーその他のエネルギー変換装置25を設ける。   Preferably, the hot water temperature T of the circulating hydrothermal reactor 10 is set to a temperature T at which the amount of methane gas recovered per unit amount of sludge by the methane fermentation treatment is maximized in a temperature range of 160 to 200 ° C. The hot water temperature T is preferably adjusted according to a predetermined circulation time of the concentrated sludge S (predetermined time for circulation between the hydrothermal reactor 11 and the gas-liquid separator 12). It is desirable to retain the methane fermentation tank 20 for 3 to 5 days to recover the methane gas G. More preferably, as in the illustrated example, a boiler or other energy conversion device 25 that inputs methane gas G recovered in the methane fermentation tank 20 and supplies heating energy to the hydrothermal reactor 11 is provided.

本発明による汚泥の水熱反応利用型メタン発酵処理方法は、汚泥Sを所定含水率に濃縮したうえで循環型水熱反応装置10に循環させてメタン発酵処理による汚泥単位量当たりのメタンガス回収量が最大となる熱水温度Tに加熱しながら低分子化し、その低分子化汚泥をメタン発酵槽20に所定時間滞留させてメタンガスGを回収するので、次の効果を奏する。   The sludge hydrothermal reaction-based methane fermentation treatment method according to the present invention concentrates the sludge S to a predetermined moisture content and then circulates it in the circulation hydrothermal reactor 10 to recover the amount of methane gas per unit amount of sludge by the methane fermentation treatment. Is heated to the maximum hot water temperature T, the molecular weight is reduced, the low molecular weight sludge is retained in the methane fermentation tank 20 for a predetermined time, and the methane gas G is recovered.

(イ)汚泥単位量当たりのメタンガス回収量が最大となるように水熱反応装置10の熱水温度Tを調整するので、水熱反応装置10とメタン発酵槽20とを組み合わせたシステム全体のエネルギー効率を最適化することができる。
(ロ)また、汚泥S中の固形分の種類や濃度が異なる場合でも、水熱反応装置10に循環させる所定時間を調節し、且つ、その循環時間に応じて熱水温度Tを汚泥単位量当たりのメタンガス回収量が最大となるように調整することにより、その汚泥Sからのメタンガス回収量を最大化することが期待できる。
(ハ)メタン発酵槽20からのメタンガス回収量を最大化することにより、水熱反応装置10の加熱エネルギーをメタンガスのエネルギーにより賄い、エネルギー自足的に汚泥Sを減容・減量できるシステムとすることができる。
(B) Since the hot water temperature T of the hydrothermal reactor 10 is adjusted so that the amount of methane gas recovered per unit amount of sludge is maximized, the energy of the entire system combining the hydrothermal reactor 10 and the methane fermentation tank 20 Efficiency can be optimized.
(B) Even when the type and concentration of the solid content in the sludge S are different, the predetermined time for circulation to the hydrothermal reactor 10 is adjusted, and the hot water temperature T is set to the sludge unit amount according to the circulation time. It can be expected that the amount of methane gas recovered from the sludge S can be maximized by adjusting the amount of methane gas recovered per unit to be maximum.
(C) By maximizing the amount of methane gas recovered from the methane fermentation tank 20, the heating energy of the hydrothermal reactor 10 will be covered by the energy of methane gas, and the system will be able to reduce and reduce the amount of sludge S voluntarily. Can do.

以下、添付図面を参照して本発明を実施するための形態及び実施例を説明する。
は、本発明の一実施例のブロック図である。 は、低分子化汚泥に対するメタン発酵処理時間(発酵槽の汚泥滞留時間)と固形分分解率との関係を示すグラフの一例である。 は、水熱反応による低分子化処理温度(熱水温度)と、その低分子化処理後の汚泥のメタン発酵比活性(未処理汚泥の固形分分解率を1としたときの処理汚泥の固形分分解率)との関係を示すグラフの一例である。 は、従来の水熱反応を用いたメタン発酵処理方法の一例の説明図である。 は、従来の水熱反応を用いたメタン発酵処理方法の他の一例の説明図である。
DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments and examples for carrying out the present invention will be described with reference to the accompanying drawings.
FIG. 3 is a block diagram of an embodiment of the present invention. These are an example of the graph which shows the relationship between the methane fermentation processing time (sludge residence time of a fermenter) with respect to low molecular weight sludge, and solid content decomposition rate. Is the low molecular weight treatment temperature (hydrothermal temperature) by hydrothermal reaction and the methane fermentation specific activity of the sludge after the low molecular weight treatment (the solid content of the treated sludge when the solid content decomposition rate of untreated sludge is 1) It is an example of the graph which shows the relationship with (fractionation rate). These are explanatory drawings of an example of the methane fermentation processing method using the conventional hydrothermal reaction. These are explanatory drawings of other examples of the methane fermentation processing method using the conventional hydrothermal reaction.

図1は、例えば下水処理場1で発生する下水汚泥Sの減容・減量化に本発明のメタン発酵処理システムを適用した実施例を示す。図示例のシステムは、汚泥Sを濃縮する濃縮装置4と循環型水熱反応装置10とメタン発酵槽20とを有する。下水処理場1で発生した生汚泥及び余剰汚泥(例えば含水率約97%)を混合汚泥槽2に一旦蓄え、濃縮装置4により水熱反応装置10に適した含水率にまで濃縮したのち、濃縮された汚泥S(以下、濃縮汚泥ということがある)を供給タンク6経由で反応装置10へ供給する。濃縮装置4において濃縮汚泥Sから分離された濾液は、水熱反応を介さず、原料タンク19経由でメタン発酵槽20へ直接導入する。好ましくは、図示例のように濃縮装置4に凝縮剤添加装置5を含めて汚泥S中の小粒径の固形分をもできるだけ凝縮して水熱反応装置10へ送り、固形分が濾液と共にメタン発酵槽20へ直接導入されることを防止する。   FIG. 1 shows an embodiment in which the methane fermentation treatment system of the present invention is applied to volume reduction / reduction of sewage sludge S generated at a sewage treatment plant 1, for example. The system of the illustrated example includes a concentrating device 4 that concentrates sludge S, a circulating hydrothermal reaction device 10, and a methane fermentation tank 20. The raw sludge and excess sludge (for example, water content of about 97%) generated at the sewage treatment plant 1 are temporarily stored in the mixed sludge tank 2 and concentrated to a water content suitable for the hydrothermal reactor 10 by the concentrating device 4 and then concentrated. The sludge S (hereinafter sometimes referred to as concentrated sludge) is supplied to the reactor 10 via the supply tank 6. The filtrate separated from the concentrated sludge S in the concentration device 4 is directly introduced into the methane fermentation tank 20 via the raw material tank 19 without going through a hydrothermal reaction. Preferably, as shown in the illustrated example, the condensing device 4 includes the condensing agent adding device 5 to condense as much as possible the solid content of the small particle size in the sludge S and send it to the hydrothermal reactor 10, where the solid content together with the filtrate is methane. The direct introduction into the fermenter 20 is prevented.

濃縮装置4は、例えば真空脱水機、遠心分離機、フィルタープレス(過圧脱水機)等とすることができるが、天日乾燥による乾燥床等としてもよい。濃縮装置4による汚泥Sの濃縮の程度は、濃縮汚泥Sの含水率を低くするほど後述する水熱反応装置10における加熱エネルギーを小さく抑えることができ、システム全体のエネルギー効率の向上を図れるが、含水率を低くし過ぎると汚泥Sの粘性(及び摩擦力)が大きくなるので反応装置10の閉塞原因となりやすく、汚泥Sが高温の装置内面に固着(焦げ付く)おそれが生じる。水熱反応の熱水温度Tによっても相違するが、濃縮装置4により汚泥Sを含水率85〜95%の範囲内に濃縮して水熱反応装置10で処理することが可能であり、好ましくは濃縮汚泥Sの含水率を90〜95%として反応装置10での固着を防ぎ、更に固着を防ぐ必要がある場合は濃縮汚泥Sの含水率を93〜95%とする。   The concentrating device 4 can be, for example, a vacuum dehydrator, a centrifuge, a filter press (overpressure dehydrator), or the like, but may be a dry bed by sun drying or the like. The degree of concentration of the sludge S by the concentrator 4 can reduce the heating energy in the hydrothermal reactor 10 described later as the water content of the concentrated sludge S is lowered, and can improve the energy efficiency of the entire system. If the water content is too low, the viscosity (and frictional force) of the sludge S increases, which tends to cause a blockage of the reaction apparatus 10, and the sludge S may be fixed (burned) on the inner surface of the high temperature apparatus. Although it differs depending on the hot water temperature T of the hydrothermal reaction, it is possible to concentrate the sludge S in the range of 85 to 95% water content by the concentrator 4 and treat it in the hydrothermal reactor 10, preferably The moisture content of the concentrated sludge S is set to 90 to 95% to prevent sticking in the reactor 10, and when it is necessary to prevent the sticking, the moisture content of the concentrated sludge S is set to 93 to 95%.

図1に点線で示すように、水熱反応装置10に内部の汚泥Sの固着を検出する検出装置26を設け、その検出装置26で検出された固着状況に応じて濃縮装置4による汚泥Sの含水率を調整してもよい。図示例では、後述する反応装置10の循環ポンプ14の吐出側に流量計及び流量制御弁を設けて固着検出装置26とし、その流量計によって濃縮汚泥Sを固着しない所定流量で循環させつつ、流量制御弁の開度から反応装置10の循環配管の圧力損失を算出し、その圧力損失の増加量によって反応装置10の内部の汚泥固着状況を検出している。例えば、濃縮装置4により初期含水率90%程度に濃縮した汚泥Sを反応装置10に供給し、検出装置26による装置内部の固着(内部配管の圧力損失の増加)の検出時に濃縮汚泥Sが含水率93〜95%となるように濃縮装置4を制御する。   As shown by a dotted line in FIG. 1, the hydrothermal reaction device 10 is provided with a detection device 26 that detects the sticking of the sludge S inside, and the sludge S by the concentrating device 4 according to the sticking state detected by the detection device 26. The moisture content may be adjusted. In the illustrated example, a flow meter and a flow rate control valve are provided on the discharge side of the circulation pump 14 of the reaction device 10 to be described later to form a sticking detection device 26, and the flow rate is measured while circulating the concentrated sludge S at a predetermined flow rate that does not stick. The pressure loss of the circulation pipe of the reaction apparatus 10 is calculated from the opening degree of the control valve, and the state of sludge sticking inside the reaction apparatus 10 is detected from the increase amount of the pressure loss. For example, the sludge S concentrated to about 90% of the initial moisture content by the concentrator 4 is supplied to the reactor 10, and the concentrated sludge S contains water when the detection device 26 detects internal fixation (increase in pressure loss of the internal piping). The concentrator 4 is controlled so that the rate is 93 to 95%.

濃縮装置4からの濃縮汚泥Sは供給タンク6に一旦蓄えたのち、モーノポンプ等の供給装置7により後述する水熱反応装置10へ一定量ずつ供給する。必要に応じて供給装置7に粉砕装置8又は撹拌装置6a(図5参照)を設け、反応装置10へ供給する前に濃縮汚泥S中の固形分を適宜粉砕し又は撹拌してもよい。また、図5を参照して上述したように粉砕タンク8a及び粉砕ポンプ8bを含め、濃縮装置4からの濃縮汚泥Sを粉砕タンク8a及び粉砕ポンプ8bで粉砕したうえで供給タンク6に蓄えてもよい。濃縮汚泥Sを粉砕して固形分の粒子径Dを小さくすることにより、以下に述べる固形分の終末沈降速度uを小さくし、反応装置10の内部での固形分の沈降・固着を生じにくくすることができる。 The concentrated sludge S from the concentrator 4 is temporarily stored in the supply tank 6 and then supplied to the hydrothermal reactor 10 described later by a supply unit 7 such as a mono pump. If necessary, the supply device 7 may be provided with a pulverizing device 8 or a stirring device 6a (see FIG. 5), and the solid content in the concentrated sludge S may be appropriately pulverized or stirred before being supplied to the reaction device 10. Further, as described above with reference to FIG. 5, the concentrated sludge S from the concentrating device 4 including the pulverization tank 8a and the pulverization pump 8b may be pulverized by the pulverization tank 8a and the pulverization pump 8b and then stored in the supply tank 6. Good. By reducing the particle diameter D p of the solids by crushing the concentrated sludge S, to reduce the terminal settling velocity u of the solids described below, hardly occurs solids settling and fixed inside the reactor 10 can do.

図示例の循環型水熱反応装置10は、図5の場合と同様に、濃縮汚泥Sを所定圧力で熱水温度に加熱する水熱反応器11と気液分離器12と循環ポンプ14とで構成されており、供給された濃縮汚泥Sを水熱反応器11と気液分離器12との間で所定時間循環させることにより低分子化する。例えば、水熱反応装置10の内部を圧力0.72〜8.7MPa、温度160〜300℃、循環時間15〜120分の範囲に設定することで濃縮汚泥Sを効率よく低分子化することが可能であるが(特許文献3参照)、循環路内の温度・圧力を高くすると消費エネルギーも大きくなる。本発明者らは、システム全体のエネルギー効率を向上するためには、循環路内の熱水温度を比較的低い160〜200℃の範囲内に抑え、圧力も比較的低い1MPa程度に抑えることが望ましいことを実験的に見出した。この程度の範囲内の温度・圧力で濃縮汚泥Sをメタン発酵処理に適した低分子有機物とするためには、循環時間を30〜90分程度とする必要がある。   As in the case of FIG. 5, the circulating hydrothermal reactor 10 in the illustrated example includes a hydrothermal reactor 11, a gas-liquid separator 12, and a circulation pump 14 that heat the concentrated sludge S to a hot water temperature at a predetermined pressure. The concentrated sludge S supplied is circulated between the hydrothermal reactor 11 and the gas-liquid separator 12 for a predetermined time to reduce the molecular weight. For example, the concentrated sludge S can be efficiently reduced in molecular weight by setting the inside of the hydrothermal reactor 10 to a pressure of 0.72 to 8.7 MPa, a temperature of 160 to 300 ° C., and a circulation time of 15 to 120 minutes. Although possible (see Patent Document 3), increasing the temperature and pressure in the circulation path increases the energy consumption. In order to improve the energy efficiency of the entire system, the inventors suppress the hot water temperature in the circulation path to a relatively low range of 160 to 200 ° C. and suppress the pressure to about 1 MPa. It was experimentally found desirable. In order to make the concentrated sludge S a low molecular organic substance suitable for methane fermentation treatment at a temperature and pressure within this range, the circulation time needs to be about 30 to 90 minutes.

また循環型水熱反応装置10は、図5の場合と同様に、循環管路内部(接液部)の有効内容積Vを濃縮汚泥Sの供給量xと循環時間yとの積に一致させる(V=xy)と共に、濃縮汚泥S中の固形分が管路内部で沈降・固着するのを避けるため、管路内部の濃縮汚泥Sを固形分の終末沈降速度uより大きい速度v(>u)で循環させる。一般に固形分の終末沈降速度uは、重力加速度g、熱水の密度ρ及び粘度μ、及びその中に懸濁浮遊している固形分の粒子径D及び密度ρを用いて、ストークスの式に基づく(1)式により算出することができる。本発明者らは、反応装置10の内部での固形分の沈降・固着を防ぐためには、反応装置10の循環速度vを固形分の終末沈降速度uの1.3倍以上とすることが有効であることを実験的に見出した。
u=g・D ・(ρ−ρ)/18μ ………………………………(1)
Further, as in the case of FIG. 5, the circulation type hydrothermal reaction device 10 makes the effective internal volume V inside the circulation line (wetted part) coincide with the product of the supply amount x of the concentrated sludge S and the circulation time y. (V = xy), in order to avoid the solid content in the concentrated sludge S from settling / adhering inside the pipe line, the concentrated sludge S inside the pipe line has a velocity v (> u higher than the terminal sedimentation speed u of the solid content. ). In general, the terminal sedimentation velocity u of the solid content is obtained by using the gravitational acceleration g, the density ρ f of hot water and the viscosity μ f , and the particle diameter D p and the density ρ p of the solid content suspended therein. It can be calculated by equation (1) based on the Stokes equation. In order to prevent sedimentation / fixation of the solid content inside the reaction apparatus 10, the present inventors are effective to set the circulation speed v of the reaction apparatus 10 at least 1.3 times the terminal sedimentation speed u of the solid content. It was found experimentally.
u = g · D p 2 · (ρ p -ρ f) / 18μ f .................................... (1)

(1)式は、固形分の密度ρが高く又は粒子径Dが大きいほど終末沈降速度uが大きくなることを示している。通常の濃縮汚泥S中の固形分は密度ρ=3500〜1000(kg/m)、粒子径D=0.5〜0.1(mm)程度であると想定できるので、180℃の熱水の物性より密度ρ=886.9(kg/m)、粘度μ=1.54×10−4(kg/m・sec)として計算すると、終末沈降速度uは最低0.004〜最高2.32(m/sec)の範囲となる。従って、上述した本発明者らの実験的知見に基づき循環速度vを2.32×1.3≒3(m/sec)以上とすれば、装置内部での固形分の沈降・固着を防ぐことができる。すなわち、循環型水熱反応装置10の循環速度vを最低でも3(m/sec)以上とすれば、通常の濃縮汚泥Sは固形分を沈降・固着させることなく低分子化することができる。 The formula (1) indicates that the terminal sedimentation velocity u increases as the solid content density ρ p increases or the particle diameter D p increases. Since it can be assumed that the solid content in the normal concentrated sludge S has a density ρ p = 3500 to 1000 (kg / m 3 ) and a particle diameter D p = 0.5 to 0.1 (mm), When calculated from the physical properties of hot water as density ρ f = 886.9 (kg / m 3 ) and viscosity μ f = 1.54 × 10 −4 (kg / m · sec), the terminal settling velocity u is at least 0.004 The maximum range is 2.32 (m / sec). Therefore, if the circulation speed v is set to 2.32 × 1.3≈3 (m / sec) or more based on the above-described experimental findings of the present inventors, solid content settling and fixing inside the apparatus can be prevented. Can do. That is, if the circulation rate v of the circulation type hydrothermal reactor 10 is at least 3 (m / sec) or more, the normal concentrated sludge S can be reduced in molecular weight without causing solid matter to settle and stick.

図示例の循環型水熱反応装置10の水熱反応器(熱交換器)11は、後述するメタン発酵槽20で回収されるメタンガスGを加熱媒体(例えば蒸気、熱媒油等)Hの加熱エネルギーに変換するエネルギー変換装置25(例えばボイラー等)と接続されており、その加熱媒体Hとの熱交換により濃縮汚泥Sを熱水温度に加熱している。また、反応装置10の気液分離器12には循環路内を所定圧力に維持する圧力弁17a付き圧力計17(図5参照)が設けられており、水熱反応器11と気液分離器12とからなる循環路内の循環時間yは供給装置7による濃縮汚泥Sの供給量xにより一定に維持されている。   The hydrothermal reactor (heat exchanger) 11 of the circulating hydrothermal reactor 10 in the illustrated example heats methane gas G collected in a methane fermentation tank 20 described later to a heating medium (for example, steam, heat transfer oil, etc.) H. It is connected to an energy conversion device 25 (for example, a boiler or the like) that converts it into energy, and the concentrated sludge S is heated to the hot water temperature by heat exchange with the heating medium H. Further, the gas-liquid separator 12 of the reaction apparatus 10 is provided with a pressure gauge 17 (see FIG. 5) with a pressure valve 17a for maintaining the inside of the circulation path at a predetermined pressure, and the hydrothermal reactor 11 and the gas-liquid separator. The circulation time y in the circulation path consisting of 12 is maintained constant by the supply amount x of the concentrated sludge S by the supply device 7.

循環型水熱反応装置10において、濃縮汚泥Sを1MPaの圧力下で160〜200℃に加熱しながら3(m/sec)以上の流速で30〜90分程度循環させれば、気液分離器12の液面コントロール弁15a(図5参照)から装置10の外部へ抜出される分解水溶液(低分子化された汚泥)Sをメタン発酵処理に適した分解性の高い低分子有機物とすることができる。水熱反応装置10から抜出された低分子化汚泥Sは、原料タンク19を介して濃縮装置4の濾液と共にメタン発酵槽20へ導入する。   In the circulating hydrothermal reactor 10, when the concentrated sludge S is circulated at a flow rate of 3 (m / sec) or more for about 30 to 90 minutes while heating to 160 to 200 ° C. under a pressure of 1 MPa, a gas-liquid separator The decomposition aqueous solution (low molecular weight sludge) S extracted from the liquid level control valve 15a (see FIG. 5) 12 to the outside of the apparatus 10 is made into a low molecular organic substance having high decomposability suitable for methane fermentation treatment. it can. The low molecular weight sludge S extracted from the hydrothermal reactor 10 is introduced into the methane fermentation tank 20 together with the filtrate of the concentrating device 4 through the raw material tank 19.

図示例のメタン発酵槽20は、メタン発酵微生物群を高濃度に保持する微生物固定床21が設けられており、導入された低分子化汚泥Sをメタン発酵微生物群と接触させることによりメタンガスGにまで分解する。例えば発酵槽20内にガラス繊維又は炭素繊維製の微生物担体を充填して固定床21とすることができる(特許文献1、4参照)。また、メタン発酵槽20には、低分子化汚泥Sをメタン発酵微生物群の活性温度に保持する保温装置(図示せず)を設けることができ、例えば保温装置により発酵槽20内の汚泥Sをメタン発酵微生物に適する発酵温度、例えば中温(37℃程度)又は高温(55℃程度)に維持する(特許文献4参照)。ただし本発明で用いるメタン発酵槽20は図示例に限定されるものではなく、固定床に代えて浮遊床方式とすることも可能である。   The illustrated methane fermentation tank 20 is provided with a microbial fixed bed 21 that holds the methane fermentation microorganism group at a high concentration. By bringing the introduced low-molecular sludge S into contact with the methane fermentation microorganism group, the methane gas G is converted into methane gas G. Disassemble until For example, the fermenter 20 may be filled with a microbial carrier made of glass fiber or carbon fiber to form a fixed bed 21 (see Patent Documents 1 and 4). Further, the methane fermentation tank 20 can be provided with a heat retention device (not shown) that maintains the low molecular weight sludge S at the activation temperature of the methane fermentation microorganism group. For example, the sludge S in the fermentation tank 20 can be removed by the heat retention device. A fermentation temperature suitable for methane fermentation microorganisms, for example, a medium temperature (about 37 ° C.) or a high temperature (about 55 ° C.) is maintained (see Patent Document 4). However, the methane fermenter 20 used in the present invention is not limited to the illustrated example, and may be a floating bed type instead of a fixed bed.

上述したように低分子化前の汚泥Sをメタン発酵処理するためには15〜30日以上発酵槽20内に滞留させることが必要であるが、水熱反応装置10により分解性を高めた低分子化汚泥Sは発酵槽20内の滞留時間(処理時間)を短くしても高い固形分分解率を示す。図2のグラフは、水熱反応装置10により圧力1MPa、温度160〜200℃の状態に約60分循環させた低分子化汚泥Sについて、固形分分解率とメタン発酵槽20内の滞留時間との関係を求めた実験結果を示しており、発酵槽20の滞留時間を3〜5日にまで短くしても低分子化汚泥Sの固形分分解率を最大値(50%)にほぼ近い45%以上に維持できることを表している。好ましくは、発酵槽20内の滞留時間を固形分の最大分解率が得られる最小滞留時間である5日とし、低分子化汚泥S中の有機物の50%以上を分解してメタンガスGを生成する。   As described above, in order to subject the sludge S before molecular weight reduction to methane fermentation treatment, it is necessary to retain it in the fermenter 20 for 15 to 30 days or more, but the hydrothermal reactor 10 has improved degradability. The molecularized sludge S exhibits a high solid content decomposition rate even if the residence time (treatment time) in the fermenter 20 is shortened. The graph of FIG. 2 shows the solid content decomposition rate and the residence time in the methane fermentation tank 20 for the low molecular weight sludge S circulated by the hydrothermal reactor 10 in a state of pressure 1 MPa and temperature 160 to 200 ° C. for about 60 minutes. The experimental result which calculated | required this relationship is shown, Even if the residence time of the fermenter 20 is shortened to 3 to 5 days, the solid content decomposition rate of the low molecular weight sludge S is almost close to the maximum value (50%) 45. It represents that it can be maintained at% or more. Preferably, the residence time in the fermenter 20 is set to 5 days, which is the minimum residence time at which the maximum decomposition rate of solids is obtained, and 50% or more of the organic matter in the low molecular weight sludge S is decomposed to generate methane gas G. .

また本発明者らは、メタン発酵槽20の滞留時間が同じであっても、水熱反応装置10の熱水温度Tによって低分子化汚泥Sのメタン発酵時に発生するメタンガスGの回収量が相違することを実験的に見出した。図3のグラフは、水熱反応装置10の循環路内の熱水温度Tと、その温度Tに約60分循環させた低分子化汚泥Sのメタン発酵比活性(未処理汚泥の固形分分解率を1としたときの処理汚泥の固形分分解率)との関係を求めた実験結果を示す。同グラフは、熱水温度Tが180〜190℃の低分子化汚泥Sは、熱水温度Tが160〜170℃の低分子化汚泥Sよりもメタン発酵比活性が高く、また熱水温度Tが200℃の低分子化汚泥Sよりもメタン発酵比活性が高いので、メタン発酵処理時に汚泥単位量当たりのメタンガス回収量が最大となる最適温度であることを示している。   Moreover, even if the residence time of the methane fermentation tank 20 is the same, the present inventors are different in the recovered amount of methane gas G generated during the methane fermentation of the low molecular weight sludge S depending on the hot water temperature T of the hydrothermal reactor 10. Experimentally found out. The graph of FIG. 3 shows the hot water temperature T in the circulation path of the hydrothermal reactor 10 and the specific activity of methane fermentation of the low molecular weight sludge S circulated to the temperature T for about 60 minutes (solid decomposition of untreated sludge). The experimental result which calculated | required the relationship with the solid content decomposition rate of a process sludge when a rate is set to 1 is shown. The graph shows that the low molecular weight sludge S having a hot water temperature T of 180 to 190 ° C has a higher methane fermentation specific activity than the low molecular weight sludge S having a hot water temperature T of 160 to 170 ° C. However, since the specific activity of methane fermentation is higher than that of the low molecular weight sludge S at 200 ° C., it indicates that the methane gas recovery amount per sludge unit amount is the optimum temperature during the methane fermentation treatment.

図3のグラフにおいて、熱水温度Tが180〜190℃のときに低分子化汚泥Sの単位量当たりのメタンガス回収量が最大となる原因の詳細は不明であるが、熱水温度Tが180℃未満では水熱反応による低分子化が不充分であり、逆に熱水温度Tが190℃より高いときは水熱反応による低分子化が進みすぎて汚泥Sの一部分が無機物にまで分解されてしまったものと考えられる。すなわち、メタン発酵槽20の滞留時間を3〜5日として低分子化汚泥Sをメタン発酵処理する場合にメタンガスGの回収量を最大とするためには、前処理の水熱反応装置10において180〜190℃の熱水温度Tで汚泥Sを低分子化しておくことが有効である。好ましくは、水熱反応装置10における熱水温度Tを180℃とし、メタンガス回収量を最大としつつ水熱反応のための必要な加熱エネルギー(消費エネルギー)を小さく抑える。   In the graph of FIG. 3, the details of the cause of the maximum amount of methane gas recovered per unit amount of the low molecular weight sludge S when the hot water temperature T is 180 to 190 ° C. are unknown, but the hot water temperature T is 180. If the temperature is less than ℃, low molecular weight is insufficient due to hydrothermal reaction. Conversely, when the hot water temperature T is higher than 190 ° C, the low molecular weight is excessively advanced by hydrothermal reaction, and a part of the sludge S is decomposed into inorganic substances. It is thought that it has been. That is, in order to maximize the recovery amount of the methane gas G when the low molecular weight sludge S is subjected to methane fermentation treatment with the residence time of the methane fermentation tank 20 being 3 to 5 days, the pretreatment hydrothermal reactor 10 has 180. It is effective to reduce the sludge S at a hot water temperature T of ˜190 ° C. Preferably, the hot water temperature T in the hydrothermal reactor 10 is set to 180 ° C., and the heating energy (consumed energy) required for the hydrothermal reaction is kept small while maximizing the amount of methane gas recovered.

なお、図3のグラフは水熱反応装置10における汚泥Sの循環時間yを60分としたときの熱水温度Tとメタン発酵比活性との関係を示しており、本発明者らは更なる実験により、循環時間が60分より短いときはメタンガスGの回収量を最大化するための最適温度Tが180〜190℃より若干高くなり、逆に循環時間が60分より長いときは最適温度Tが180〜190℃より若干低くなることを見出した。すなわち、汚泥単位量当たりのメタンガス回収量を最大化とする熱水温度Tは、反応装置10における濃縮汚泥Sの循環時間(水熱反応器11と気液分離器12との間に循環させる時間)に応じて調整することが有効である。   In addition, the graph of FIG. 3 has shown the relationship between the hot water temperature T and the methane fermentation specific activity when the circulation time y of the sludge S in the hydrothermal reaction apparatus 10 is 60 minutes, and the present inventors further According to experiments, when the circulation time is shorter than 60 minutes, the optimum temperature T for maximizing the recovered amount of methane gas G is slightly higher than 180 to 190 ° C. Conversely, when the circulation time is longer than 60 minutes, the optimum temperature T Was found to be slightly lower than 180-190 ° C. That is, the hot water temperature T that maximizes the amount of methane gas recovered per unit amount of sludge is the circulation time of the concentrated sludge S in the reactor 10 (the time for circulation between the hydrothermal reactor 11 and the gas-liquid separator 12). It is effective to make adjustments according to

メタン発酵槽20で発生したメタンガスGをガスライン経由で取り出し、必要に応じて脱硫器で脱硫したのちガスタンク23に蓄える。上述したようにガスタンク23に蓄えたメタンガスGは、エネルギー変換装置25(例えばボイラー等)により加熱媒体(例えば蒸気、熱媒油等)Hの加熱エネルギーに変換して水熱反応装置10の加熱に利用することができる。また、メタンガスGの回収後にメタン発酵槽20に残る消化汚泥は、返送タンク27を介して脱水機28へ送り、濾液は返流水Wとして下水処理場1に戻し、残った脱水汚泥Dを従来の汚泥Sと同様の方法で処分する。例えば図1の実施例により下水処理場1から排出された下水汚泥Sを本発明のシステムでメタン発酵処理することにより、脱水機28により脱水後の脱水汚泥Dを下水汚泥Sの1/3〜1/5に減容・減量することができる。   The methane gas G generated in the methane fermentation tank 20 is taken out via the gas line, desulfurized with a desulfurizer as necessary, and then stored in the gas tank 23. As described above, the methane gas G stored in the gas tank 23 is converted into heating energy of a heating medium (e.g., steam, heat transfer oil, etc.) H by an energy conversion device 25 (e.g., boiler) to heat the hydrothermal reactor 10. Can be used. The digested sludge remaining in the methane fermentation tank 20 after the recovery of the methane gas G is sent to the dehydrator 28 via the return tank 27, the filtrate is returned to the sewage treatment plant 1 as the return water W, and the remaining dehydrated sludge D is returned to the conventional dewatering sludge D. Dispose in the same way as sludge S. For example, the sewage sludge S discharged from the sewage treatment plant 1 according to the embodiment of FIG. 1 is subjected to methane fermentation treatment by the system of the present invention, so that the dewatered sludge D after dehydration by the dehydrator 28 is 1/3 of the sewage sludge S. Volume can be reduced to 1/5.

本発明によれば、汚泥単位量当たりの最大メタンガス回収量が得られるように水熱反応装置10の熱水温度Tを調整するので、水熱反応装置10とメタン発酵槽20とを組み合わせたシステム全体のエネルギー効率を最適化することができる。また、メタン発酵槽20からのメタンガス回収量を最大化することにより、水熱反応装置10の加熱エネルギーをメタンガスのエネルギーにより賄い、エネルギー自足的に汚泥Sを減容・減量できるシステムとすることができる。   According to the present invention, since the hot water temperature T of the hydrothermal reactor 10 is adjusted so that the maximum amount of methane gas recovered per unit amount of sludge is obtained, a system in which the hydrothermal reactor 10 and the methane fermentation tank 20 are combined. The overall energy efficiency can be optimized. In addition, by maximizing the amount of methane gas recovered from the methane fermentation tank 20, the heating energy of the hydrothermal reactor 10 can be covered by the energy of methane gas, and the system can reduce and reduce the amount of sludge S by itself. it can.

こうして本発明の目的である「水熱反応で前処理した汚泥からのメタンガス回収量を増やすことができるメタン発酵処理方法及びシステム」の提供が達成できる。   Thus, provision of “a methane fermentation treatment method and system capable of increasing the amount of methane gas recovered from sludge pretreated by hydrothermal reaction”, which is an object of the present invention, can be achieved.

1…下水処理装置 2…混合汚泥槽
4…濃縮装置 5…凝縮剤添加装置
6…供給タンク 6a…撹拌装置
6b…圧力計 6c…リリーフ弁
7…供給装置 8…粉砕装置
8a…粉砕タンク 8b…粉砕ポンプ
8c…三方弁
10…水熱反応装置 11…水熱反応器(熱交換器)
11a…連通管 11b…均圧管
12…気液分離装置 14…循環ポンプ
15…液面制御装置 15a…液面コントロール弁
16…温度計 17…圧力計
17a…圧力逃がし弁 18…安全弁
19…原料タンク 19a…定量ポンプ
20…メタン発酵槽 21…微生物固定床
23…ガスタンク 25…エネルギー変換装置
25a、25b…熱水循環路 26…固着検出装置
27…返送タンク 28…脱水機
D…脱水汚泥 G…メタンガス
S…汚泥 W…返流水
DESCRIPTION OF SYMBOLS 1 ... Sewage treatment apparatus 2 ... Mixed sludge tank 4 ... Concentration apparatus 5 ... Condensing agent addition apparatus 6 ... Supply tank 6a ... Stirrer 6b ... Pressure gauge 6c ... Relief valve 7 ... Supply apparatus 8 ... Crushing apparatus 8a ... Crushing tank 8b ... Crushing pump 8c ... Three-way valve 10 ... Hydrothermal reactor 11 ... Hydrothermal reactor (heat exchanger)
DESCRIPTION OF SYMBOLS 11a ... Communication pipe 11b ... Pressure equalizing pipe 12 ... Gas-liquid separation apparatus 14 ... Circulation pump 15 ... Liquid level control apparatus 15a ... Liquid level control valve 16 ... Thermometer 17 ... Pressure gauge 17a ... Pressure relief valve 18 ... Safety valve 19 ... Raw material tank 19a ... metering pump 20 ... methane fermentation tank 21 ... microbial fixed bed 23 ... gas tank 25 ... energy conversion device 25a, 25b ... hot water circulation path 26 ... sticking detection device 27 ... return tank 28 ... dehydrator D ... dehydrated sludge G ... methane gas S ... Sludge W ... Return water

Claims (10)

汚泥を所定含水率に濃縮したのち、その濃縮汚泥を水熱反応器と気液分離器との間に所定時間循環させてメタン発酵処理による汚泥単位量当たりのメタンガス回収量が最大となる熱水温度に加熱しながら低分子化し、その低分子化汚泥をメタン発酵槽に所定時間滞留させてメタンガスを回収してなる汚泥の水熱反応利用型メタン発酵処理方法。 After concentrating the sludge to a predetermined moisture content, the concentrated sludge is circulated for a predetermined time between the hydrothermal reactor and the gas-liquid separator, and hot water that maximizes the amount of methane gas recovered per unit amount of sludge by methane fermentation treatment. A sludge hydrothermal reaction type methane fermentation treatment method in which low molecular weight is reduced while heating to temperature, the low molecular weight sludge is retained in a methane fermentation tank for a predetermined time and methane gas is recovered. 請求項1の処理方法において、前記熱水温度を160〜200℃の温度範囲においてメタン発酵処理による汚泥単位量当たりのメタンガス回収量が極大となる温度としてなる汚泥の水熱反応利用型メタン発酵処理方法。 The treatment method according to claim 1, wherein the hydrothermal reaction utilizing methane fermentation treatment of sludge has a temperature at which the amount of methane gas recovered per unit amount of sludge by methane fermentation treatment is maximized in the temperature range of 160 to 200 ° C. Method. 請求項1又は2の処理方法において、前記熱水温度を濃縮汚泥の所定循環時間に応じて調整してなる汚泥の水熱反応利用型メタン発酵処理方法。 3. The method according to claim 1 or 2, wherein the hot water temperature is adjusted according to a predetermined circulation time of the concentrated sludge, and the sludge hydrothermal reaction utilizing methane fermentation treatment method. 請求項1から3の何れかの処理方法において、前記低分子化汚泥をメタン発酵槽に3〜5日滞留させてメタンガスを回収してなる汚泥の水熱反応利用型メタン発酵処理方法。 4. The methane fermentation treatment method utilizing sludge hydrothermal reaction, wherein the low molecular weight sludge is retained in a methane fermentation tank for 3 to 5 days to recover methane gas. 請求項1から4の何れかの処理方法において、前記メタン発酵槽で回収したメタンガスを前記水熱反応器に供給して加熱エネルギーを賄ってなる汚泥の水熱反応利用型メタン発酵処理方法。 5. The methane fermentation treatment method using sludge hydrothermal reaction using the methane gas recovered in the methane fermentation tank and supplying heating energy by supplying the methane gas recovered in the methane fermentation tank according to claim 1. 汚泥を所定含水率に濃縮する濃縮装置、その濃縮汚泥を水熱反応器と気液分離器との間に所定時間循環させてメタン発酵処理による汚泥単位量当たりのメタンガス回収量が最大となる熱水温度に加熱しながら低分子化する循環型水熱反応装置、及びその低分子化汚泥を所定時間滞留させてメタンガスを回収するメタン発酵槽を備えてなる汚泥の水熱反応利用型メタン発酵処理システム。 A concentrator for concentrating sludge to a predetermined moisture content, heat that circulates the concentrated sludge between the hydrothermal reactor and gas-liquid separator for a predetermined time and maximizes the amount of methane gas recovered per unit sludge by methane fermentation treatment Hydrothermal reaction type methane fermentation treatment of sludge equipped with a circulatory hydrothermal reactor that lowers the temperature while heating to water temperature, and a methane fermentation tank that collects methane gas by retaining the low molecular weight sludge for a predetermined time system. 請求項6の処理システムにおいて、前記水熱反応装置の熱水温度を160〜200℃の温度範囲においてメタン発酵処理による汚泥単位量当たりのメタンガス回収量が極大となる温度としてなる汚泥の水熱反応利用型メタン発酵処理システム。 The treatment system of Claim 6 WHEREIN: The hydrothermal reaction of the sludge used as the temperature from which the amount of methane gas collection | recovery per sludge unit amount by a methane fermentation process becomes maximum in the hot water temperature of the said hydrothermal reaction apparatus in the temperature range of 160-200 degreeC. Utilization type methane fermentation treatment system. 請求項6又は7の処理システムにおいて、前記水熱反応装置の熱水温度を濃縮汚泥の所定循環時間に応じて調整してなる汚泥の水熱反応利用型メタン発酵処理方法。 The treatment system of Claim 6 or 7 WHEREIN: The hydrothermal reaction utilization type | mold methane fermentation processing method of sludge which adjusts the hot-water temperature of the said hydrothermal reaction apparatus according to the predetermined circulation time of concentrated sludge. 請求項6から8の何れかの処理システムにおいて、前記メタン発酵槽に低分子化汚泥を3〜5日滞留させてメタンガスを回収してなる汚泥の水熱反応利用型メタン発酵処理システム。 The treatment system according to any one of claims 6 to 8, wherein the sludge hydrothermal reaction type methane fermentation treatment system is obtained by retaining the low molecular weight sludge in the methane fermentation tank for 3 to 5 days and collecting methane gas. 請求項6から9の何れかの処理システムにおいて、前記メタン発酵槽で回収したメタンガスを入力して前記水熱反応器に加熱エネルギーを供給するエネルギー変換装置を設けてなる汚泥の水熱反応利用型メタン発酵処理システム。 The treatment system according to any one of claims 6 to 9, wherein a sludge hydrothermal reaction utilization type comprising an energy conversion device that inputs methane gas recovered in the methane fermentation tank and supplies heating energy to the hydrothermal reactor. Methane fermentation treatment system.
JP2011069046A 2011-03-27 2011-03-27 Method and system for methane fermentation of sludge using hydrothermal reaction Pending JP2012200691A (en)

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