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JP3676952B2 - Resource recovery from organic waste - Google Patents
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JP3676952B2 - Resource recovery from organic waste - Google Patents

Resource recovery from organic waste Download PDF

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JP3676952B2
JP3676952B2 JP27349599A JP27349599A JP3676952B2 JP 3676952 B2 JP3676952 B2 JP 3676952B2 JP 27349599 A JP27349599 A JP 27349599A JP 27349599 A JP27349599 A JP 27349599A JP 3676952 B2 JP3676952 B2 JP 3676952B2
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treatment
treatment system
membrane
methane fermentation
garbage
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JP2001089274A (en
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正史 師
祐二 添田
哲也 山本
敏行 柴田
敏宏 小松
慎一郎 若原
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Kubota Corp
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Kubota Corp
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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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/20Fertilizers of biological origin, e.g. guano or fertilizers made from animal corpses
    • 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
    • Y02W30/40Bio-organic fraction processing; Production of fertilisers from the organic fraction of waste or refuse

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  • Processing Of Solid Wastes (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Treatment Of Sludge (AREA)
  • Fertilizers (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、複数種類の有機性廃棄物(し尿、畜糞、生ごみ等)を再資源化する技術に係り、有機性廃棄物からの資源回収方法に関するものである。
【0002】
【従来の技術】
従来、し尿、畜糞、生ごみ等の有機性廃棄物を処理する方法としては、し尿を生物学的脱窒素処理するものや、生ごみをメタン発酵するものや、畜糞を堆肥化するものが知られている。
一方、近年においては、厚生省の汚泥再生処理センター構想に代表されるように、し尿、生ごみ、畜糞等の種々の有機性廃棄物を一箇所で再資源化する試みが行なわれている。
【0003】
ところで、我国においてはメタン発酵処理液を堆肥として農地へ還元することが法的に困難であることから、メタン発酵処理液は最終的に脱窒、脱リンして後に、放流もしくは再利用しなければならない。
【0004】
【発明が解決しようとする課題】
このように、種々の有機性廃棄物を全て混合消化した後に、発酵処理液を脱窒素処理する場合には、一方のメタン発酵処理において有機物を消化してメタンガスを取り出しながら、他方の生物学的脱窒素処理において脱窒素のための有機炭素源が不足するために有機炭素源としてメタノールを添加するという不合理なことを行なうことになる。また、発酵汚泥の堆肥化処理においても、脱水した発酵汚泥中になお残存する水分を蒸発させるだけのカロリーが発酵汚泥に残っていないために、外部から熱を供給する必要が生じる。
【0005】
本発明は上記した課題を解決するものであり、複数種類の有機性廃棄物の処理工程を複合化することにより、各処理工程において資源を回収しながら各有機性廃棄物を効率良く処理することができる有機性廃棄物からの資源回収方法を提供することを目的とする。
【0006】
【課題を解決するための手段】
上記した課題を解決するために、本発明の有機性廃棄物からの資源回収方法は、し尿を生物学的脱窒素処理して処理水を再利用水として取り出すし尿処理系と、生ごみを可溶化して後に膜型メタン発酵処理し、発生するバイオガスを燃料として発電設備で電力を取り出す生ごみ処理系と、畜糞を固液分離して後に高速堆肥化してコンポストを取り出す畜糞処理系とにおいて、
し尿処理系で取り出した再利用水および余剰汚泥の一部を生ごみ処理系へ供給して、膜型メタン発酵処理におけるアンモニア性窒素の濃度制御を行ない、生ごみ処理系の膜型メタン発酵処理で生じる膜分離液、および発酵汚泥の脱水により生じるろ液をし尿処理系へ供給して生物学的脱窒素処理し、畜糞処理系の固液分離により生じるろ液を生ごみ処理系へ供給して膜型メタン発酵処理し、発電設備で発生する余剰熱を畜糞処理系へ高速堆肥化の補助加温熱源として供給し、し尿処理系の生物学的脱窒素処理で生じる余剰汚泥、および生ごみ処理系で発酵汚泥の脱水により生じる脱水ケーキを畜糞処理系へ供給して固液分離後の畜糞とともに高速堆肥化するものである。
【0007】
【発明の実施の形態】
以下、本発明の実施の形態を図面に基づいて説明する。図1において、し尿処理系1では、し尿等を除渣工程2において除渣した後に、水処理を行なう生物学的脱窒素処理設備3に直接に投入し、水処理における脱窒素用の有機炭素源として利用しながら生物学的脱窒素処理する。このことにより、水処理の生物学的脱窒素処理設備3における脱窒素用の有機炭素源(メタノール等)が節減できる。BOD源が不足する場合には、可溶化生ごみの一部を有機炭素源として利用する。逆にBOD源が余る場合には、し尿等の一部を前脱水して有機炭素源の一部をメタン発酵へまわす。生物学的脱窒素処理した処理水は再利用水として取り出し、生ごみ処理系4において利用する。
【0008】
生ごみ処理系4では、生ごみ(易分解性固形有機性廃棄物)を粗破砕工程5で粗破砕した後に可溶化工程6に投入して可溶化し、固液分離工程7においてビニール等の夾雑物を除去した後に膜型メタン発酵槽8へ導く。膜型メタン発酵槽8では、メタン発酵処理により発生するバイオガスを発電設備9に燃料として供給するとともに、膜分離装置(図示省略)で膜分離した膜分離液を生物学的脱窒素処理設備3へ供給する。
【0009】
膜分離液はSSを含まないので、アンモニアストリッピングや造粒脱リン(MAP生成)した後、生物学的脱窒素処理又はメタン発酵の希釈水として使用しても良い。
膜型メタン発酵槽8には、生物学的脱窒素処理設備3で生じた処理水および余剰汚泥の一部を適宜に投入し、発酵汚泥中のアンモニア性窒素濃度を所定値以下に制御する。生ごみと余剰汚泥の割合は1:0.5〜1が好ましい。
【0010】
このことにより、メタン発酵の安定化、メタン発酵槽の小型化、加温エネルギーの削減ができ、生ごみや後述する畜糞処理系10で生じるろ液等の窒素含有量の多い有機性廃棄物を安定してメタン発酵できる。
膜型メタン発酵槽8で生じる発酵汚泥は、一部を可溶化工程6に戻し、残りのものを生物学的脱窒素処理設備3で生じた余剰汚泥と共に脱水工程11で脱水し、ろ液を膜分離液とともに生物学的脱窒素処理設備3へ供給して、し尿等を脱窒素用の有機炭素源等として利用しながら生物学的脱窒素処理し、脱水ケーキを畜糞処理系9に供給する。
【0011】
発酵汚泥は脱水せずに生物学的脱窒素処理し、余剰汚泥として脱水すれば堆肥化の際のカロリーがさらに高くなる。
畜糞処理系10では、含水率の高い豚糞尿や乳牛糞尿などは固液分離工程12において固液分離して後に固形分を高速堆肥化工程13に投入し、含水率の低い肉牛糞尿や鶏糞は直接に高速堆肥化工程13に投入して先の脱水ケーキとともに堆肥化し、生成したコンポストを資源として取り出す。
【0012】
このとき、発電設備9で生じる余剰熱を高速堆肥化工程13に補助加温熱源として供給することで、加温エネルギーが低減できる。固液分離工程12のろ液は膜型メタン発酵槽8に供給してメタン発酵処理する。このように、畜産糞尿と発酵汚泥を混合処理することにより、発酵汚泥を堆肥化する際に熱量が多くなり、高速堆肥化工程13における堆肥化が容易となる。
【0013】
上記した各処理系に投入する種々の有機性廃棄物の有機炭素源は、以下の条件のもとで、生物学的脱窒素処理、メタン発酵、高速堆肥化の各工程へ分配し、効率的に処理、再資源化する。
1.生物学的脱窒素処理工程への投入液のBOD/N比を、2〜3kg/kgとする。N量=(し尿および高含水率畜糞中のアンモニア性窒素量)+(生ごみ中の全窒素量×分解率)
2.高速堆肥化工程への投入物のC/W比を、2〜3kcal/kcalとする。C/W比=(全発熱量)/(水分量×蒸発潜熱)
残りの有機炭素源は、全てメタン発酵工程に投入してバイオガスを取り出し、バイオガスによって発電する。発電した電力は、生物学的脱窒素処理設備3における硝化用のブロア動力等の場内動力として利用し、余剰分は売電する。発電設備9で発生する余剰熱は、膜型メタン発酵槽8の加温および高速堆肥化工程13におけるコンポストの結露防止用の補助加温熱源として使用する。
【0014】
【発明の効果】
以上述べたように本発明によれば、し尿等を生物学的脱窒素処理設備に投入することで、水処理の生物学的脱窒素処理における有機炭素源を節減でき、生物学的脱窒素処理設備で生じた処理水および余剰汚泥の一部を膜型メタン発酵槽に適宜に投入することで、発酵汚泥中のアンモニア性窒素濃度を所定値以下に制御してメタン発酵の安定化、メタン発酵槽の小型化を図れる。膜型メタン発酵槽で生じるバイオガスを燃料として発電するに際し、発生する余剰熱を高速堆肥化工程に補助加温熱源として供給することで加温エネルギーを低減でき、畜産糞尿と生ごみを混合処理することにより、発酵汚泥を堆肥化する際に熱量が多くなって、高速堆肥化工程における堆肥化を容易に行なえる。このように、液状、固形状の違いや、窒素含有量の多少に関わらず、あらゆる有機性廃棄物の処理、資源化ができる。
【図面の簡単な説明】
【図1】本発明の実施の形態における各処理系を示すフローシートである。
【符号の説明】
1 し尿処理系
2 除渣工程
3 生物学的脱窒素処理設備
4 生ごみ処理系
5 粗破砕工程
6 可溶化工程
7 固液分離工程
8 膜型メタン発酵槽
9 発電設備
10 畜糞処理系
11 脱水工程
12 固液分離工程
13 高速堆肥化工程
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a technique for recycling a plurality of types of organic waste (eg, human waste, livestock excrement, and garbage), and relates to a resource recovery method from organic waste.
[0002]
[Prior art]
Conventionally, methods for treating organic waste such as human waste, animal manure, and garbage include biological denitrification treatment of human waste, methane fermentation of food waste, and composting of animal manure. It has been.
On the other hand, in recent years, as represented by the concept of the sludge recycling treatment center of the Ministry of Health and Welfare, attempts have been made to recycle various organic wastes such as human waste, garbage, livestock excrement, etc. in one place.
[0003]
By the way, in Japan, it is legally difficult to reduce the methane fermentation treatment solution to compost as compost, so the methane fermentation treatment solution must be denitrified and dephosphorized before being released or reused. I must.
[0004]
[Problems to be solved by the invention]
As described above, when all of the various organic wastes are mixed and digested and then the fermentation treatment liquid is denitrogenated, the organic matter is digested in one methane fermentation treatment and methane gas is taken out while the other biological waste is removed. In the denitrification treatment, the organic carbon source for denitrification is insufficient, and therefore, an unreasonable matter of adding methanol as the organic carbon source is performed. Moreover, also in the composting process of fermented sludge, since the calories which still evaporate the water | moisture content which remain | survive in the dehydrated fermented sludge do not remain in fermented sludge, it becomes necessary to supply heat from the outside.
[0005]
This invention solves the above-mentioned subject, and processes each organic waste efficiently, recovering resources in each processing process by compounding a plurality of kinds of organic waste processing processes. An object is to provide a method for recovering resources from organic waste.
[0006]
[Means for Solving the Problems]
In order to solve the above-described problems, the method for recovering resources from organic waste according to the present invention is a method for biologically denitrifying human waste and removing treated water as reused water. In the garbage treatment system that uses membrane-type methane fermentation treatment after the solubilization and generates the biogas as fuel to extract electric power in the power generation facility, and the livestock manure treatment system that separates livestock feces into solid-liquid separation and then composts them at high speed ,
Recycled water extracted from the human waste treatment system and a part of the excess sludge are supplied to the garbage treatment system to control the concentration of ammonia nitrogen in the membrane methane fermentation treatment, and the membrane treatment methane fermentation treatment of the garbage treatment system The membrane separation liquid produced in the above and the filtrate produced by the dehydration of the fermented sludge are supplied to the urine treatment system for biological denitrification , and the filtrate produced by the solid-liquid separation in the animal manure treatment system is supplied to the garbage treatment system. Surplus sludge generated by biological denitrification treatment of human waste treatment system, and surplus heat generated in the membrane-type methane fermentation treatment and supplied to the livestock manure treatment system as an auxiliary heating heat source for fast composting The dewatered cake produced by the dehydration of the fermented sludge in the treatment system is supplied to the livestock manure treatment system and is composted at high speed with the livestock manure after solid-liquid separation .
[0007]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings. In FIG. 1, in the human waste treatment system 1, after removing human waste and the like in the waste removal step 2, it is directly put into a biological denitrification treatment facility 3 that performs water treatment, and organic carbon for denitrification in water treatment is obtained. Biological denitrification while using as a source. Thereby, the organic carbon source (such as methanol) for denitrification in the biological denitrification treatment facility 3 for water treatment can be saved. When the BOD source is insufficient, a part of the solubilized garbage is used as the organic carbon source. On the other hand, if there is a surplus of BOD source, a part of human waste or the like is pre-dehydrated and a part of the organic carbon source is sent to methane fermentation. The treated water subjected to biological denitrification is taken out as reused water and used in the garbage treatment system 4.
[0008]
In the garbage processing system 4, garbage (easy-degradable solid organic waste) is roughly crushed in the coarse crushing step 5, and then introduced into the solubilization step 6 to be solubilized. After removing impurities, the membrane type methane fermenter 8 is guided. In the membrane-type methane fermentation tank 8, the biogas generated by the methane fermentation process is supplied to the power generation facility 9 as a fuel, and the membrane separation liquid separated by a membrane separation device (not shown) is used as the biological denitrification treatment facility 3. To supply.
[0009]
Since the membrane separation liquid does not contain SS, it may be used as diluted water for biological denitrification or methane fermentation after ammonia stripping or granulation dephosphorization (MAP generation).
The membrane-type methane fermentation tank 8 is appropriately charged with treated water and a portion of excess sludge generated in the biological denitrification treatment facility 3, and the ammonia nitrogen concentration in the fermented sludge is controlled to a predetermined value or less. The ratio of garbage to excess sludge is preferably 1: 0.5-1.
[0010]
This makes it possible to stabilize methane fermentation, reduce the size of the methane fermentation tank, reduce heating energy, and remove organic wastes with high nitrogen content such as food waste and filtrate produced in the livestock manure treatment system 10 described below. Stable methane fermentation.
A part of the fermented sludge produced in the membrane-type methane fermentation tank 8 is returned to the solubilization step 6, and the remaining one is dehydrated in the dehydration step 11 together with the excess sludge produced in the biological denitrification treatment equipment 3, and the filtrate is removed. It is supplied to the biological denitrification facility 3 together with the membrane separation liquid, biological denitrification is performed using human waste as an organic carbon source for denitrification, etc., and the dehydrated cake is supplied to the livestock excreta treatment system 9 .
[0011]
Fermented sludge is biologically denitrified without being dehydrated, and if dehydrated as excess sludge, the calories during composting will be even higher.
In the livestock manure processing system 10, pig manure and dairy cattle manure with a high water content are subjected to solid-liquid separation in the solid-liquid separation process 12, and then the solid content is input to the high-speed composting process 13. It is directly put into the high-speed composting process 13 and composted with the previous dehydrated cake, and the generated compost is taken out as a resource.
[0012]
At this time, heating energy can be reduced by supplying surplus heat generated in the power generation facility 9 to the high-speed composting process 13 as an auxiliary heating heat source. The filtrate of the solid-liquid separation step 12 is supplied to the membrane methane fermentation tank 8 and subjected to methane fermentation treatment. Thus, by mixing livestock manure and fermented sludge, the amount of heat is increased when composting the fermented sludge, and composting in the high-speed composting step 13 is facilitated.
[0013]
The organic carbon sources of various organic wastes introduced into each treatment system described above are distributed to each process of biological denitrification, methane fermentation, and high-speed composting under the following conditions for efficient To process and recycle.
1. The BOD / N ratio of the input liquid to the biological denitrification process is set to 2 to 3 kg / kg. N amount = (ammonia nitrogen amount in human waste and high water content animal droppings) + (total nitrogen amount in garbage × decomposition rate)
2. The C / W ratio of the input to the high-speed composting process is set to 2-3 kcal / kcal. C / W ratio = (total calorific value) / (water content x latent heat of vaporization)
All the remaining organic carbon sources are input into the methane fermentation process, biogas is taken out, and electricity is generated by the biogas. The generated electric power is used as in-field power such as blower power for nitrification in the biological denitrification facility 3, and the surplus is sold. The surplus heat generated in the power generation facility 9 is used as an auxiliary heating heat source for heating the membrane methane fermentation tank 8 and preventing dew condensation on the compost in the high-speed composting step 13.
[0014]
【The invention's effect】
As described above, according to the present invention, the organic carbon source in the biological denitrification treatment of water treatment can be saved by introducing human waste into the biological denitrification treatment facility, and the biological denitrification treatment Stabilization of methane fermentation, methane fermentation by controlling the ammoniacal nitrogen concentration in the fermentation sludge below a predetermined value by appropriately adding treated water and excess sludge generated in the facility to the membrane methane fermentation tank The tank can be downsized. When generating electricity using the biogas generated in the membrane methane fermenter as fuel, the surplus heat generated can be supplied to the high-speed composting process as an auxiliary heating heat source, reducing the heating energy and mixing livestock manure and garbage By doing so, when composting fermented sludge, calorie | heat amount increases and composting in a high-speed composting process can be performed easily. In this way, any organic waste can be treated and recycled regardless of the difference between the liquid and solid forms or the nitrogen content.
[Brief description of the drawings]
FIG. 1 is a flow sheet showing each processing system in an embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Human waste processing system 2 Sedimentation process 3 Biological denitrification processing equipment 4 Garbage processing system 5 Coarse crushing process 6 Solubilization process 7 Solid-liquid separation process 8 Membrane type methane fermentation tank 9 Power generation equipment 10 Livestock excrement processing system 11 Dehydration process 12 Solid-liquid separation process 13 High-speed composting process

Claims (1)

し尿を生物学的脱窒素処理して処理水を再利用水として取り出すし尿処理系と、生ごみを可溶化して後に膜型メタン発酵処理し、発生するバイオガスを燃料として発電設備で電力を取り出す生ごみ処理系と、畜糞を固液分離して後に高速堆肥化してコンポストを取り出す畜糞処理系とにおいて、
し尿処理系で取り出した再利用水および余剰汚泥の一部を生ごみ処理系へ供給して、膜型メタン発酵処理におけるアンモニア性窒素の濃度制御を行ない、生ごみ処理系の膜型メタン発酵処理で生じる膜分離液、および発酵汚泥の脱水により生じるろ液をし尿処理系へ供給して生物学的脱窒素処理し、畜糞処理系の固液分離により生じるろ液を生ごみ処理系へ供給して膜型メタン発酵処理し、発電設備で発生する余剰熱を畜糞処理系へ高速堆肥化の補助加温熱源として供給し、し尿処理系の生物学的脱窒素処理で生じる余剰汚泥、および生ごみ処理系で発酵汚泥の脱水により生じる脱水ケーキを畜糞処理系へ供給して固液分離後の畜糞とともに高速堆肥化することを特徴とする有機性廃棄物からの資源回収方法。
Biological denitrification treatment of human waste and removal of treated water as reused water, urine treatment system, and solubilization of raw garbage, followed by membrane-type methane fermentation treatment. In the garbage processing system to be taken out and the livestock manure processing system to take out compost by solid-liquid separation of livestock feces and later composting,
Recycled water extracted from the human waste treatment system and a part of the excess sludge are supplied to the garbage treatment system to control the concentration of ammonia nitrogen in the membrane methane fermentation treatment, and the membrane treatment methane fermentation treatment of the garbage treatment system The membrane separation liquid produced in the above and the filtrate produced by the dehydration of the fermented sludge are supplied to the urine treatment system for biological denitrification , and the filtrate produced by the solid-liquid separation in the animal manure treatment system is supplied to the garbage treatment system. Surplus sludge generated by biological denitrification treatment of human waste treatment system, and surplus heat generated in the membrane-type methane fermentation treatment and supplied to the livestock manure treatment system as an auxiliary heating heat source for fast composting A method for recovering resources from organic waste, characterized in that a dewatered cake produced by dehydration of fermented sludge in a treatment system is supplied to a livestock manure treatment system and is composted at high speed with livestock manure after solid-liquid separation .
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