JP2003275720A - Garbage-containing waste water treating apparatus and operating method therefor - Google Patents

Garbage-containing waste water treating apparatus and operating method therefor

Info

Publication number
JP2003275720A
JP2003275720A JP2002082390A JP2002082390A JP2003275720A JP 2003275720 A JP2003275720 A JP 2003275720A JP 2002082390 A JP2002082390 A JP 2002082390A JP 2002082390 A JP2002082390 A JP 2002082390A JP 2003275720 A JP2003275720 A JP 2003275720A
Authority
JP
Japan
Prior art keywords
air
kitchen
wastewater
solid
less
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2002082390A
Other languages
Japanese (ja)
Inventor
Yoshinori Takezaki
義則 竹崎
Katsuji Uryu
勝嗣 瓜生
Yasutoshi Shimizu
康利 清水
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toto Ltd
Original Assignee
Toto Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toto Ltd filed Critical Toto Ltd
Priority to JP2002082390A priority Critical patent/JP2003275720A/en
Publication of JP2003275720A publication Critical patent/JP2003275720A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

<P>PROBLEM TO BE SOLVED: To provide a garbage-containing waste water treating apparatus in which garbage can be treated in high efficiency by saving the power consumption while reducing the volume of the solid contained in waste water without increasing the load imposed on the environment, and to provide a method for operating this apparatus. <P>SOLUTION: A means for separating the solid contained in the waste water is arranged in this waste water treating system for treating the waste water caused by organic waste with a microbe. The solid separated by the means is solubilized and treated by the action of the microbe. The conditions of a solid solubilizing part such as a residence time, the amount of air to be aerated and a control system are set as a method for promoting the solubilization of the organic solid with the microbe in the solid solubilizing part. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、家庭や工場などで
発生する厨芥を処理する厨芥排水処理装置とその運転方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a kitchen wastewater treatment device for treating kitchen waste generated in homes, factories and the like, and a method of operating the same.

【0002】[0002]

【従来の技術】各家庭で発生する厨芥を台所に設置した
粉砕機で粉砕した後、配管移送し、厨芥を集中処理する
方法として、特開平3−89954号公報、特開平4−
305284号公報や、特開平6−55158号公報に
開示される処理方法が知られている。
2. Description of the Related Art As a method for crushing kitchen waste generated in each household by a crusher installed in a kitchen and then transferring it to a pipe to centrally process the kitchen waste, JP-A-3-89954 and JP-A-4-99954 are known.
The processing methods disclosed in Japanese Patent No. 305284 and Japanese Patent Laid-Open No. 6-55158 are known.

【0003】また、粉砕機を用いない方法に特開平5−
208186号公報に開示される方法がある。これらの
発明はすべて、厨芥を衛生的に処理することを主眼とし
ている。
A method not using a crusher is disclosed in Japanese Patent Laid-Open No.
There is a method disclosed in Japanese Patent No. 208186. All of these inventions focus on the sanitary treatment of kitchen waste.

【0004】特開平3−89954号公報や特開平4−
305284号公報に開示される厨芥処理装置は、厨芥
を粉砕機で粉砕し、後処理部へ移送した後、粉砕厨芥を
回収して厨芥固形物を処理し、固液分離で粉砕厨芥を回
収した時に発生する排水はそのまま環境中に放流され
る。
JP-A-3-89954 and JP-A-4-99954.
The kitchen waste processing apparatus disclosed in Japanese Patent No. 305284 discloses a kitchen garbage that is crushed by a crusher and transferred to a post-treatment unit, and then crushed kitchen waste is collected to treat the kitchen waste solid matter, and crushed kitchen waste is collected by solid-liquid separation. The wastewater sometimes generated is discharged into the environment as it is.

【0005】特開平6−55158号公報に開示される
処理方法は、集合住宅の各家庭の台所に設置した厨芥粉
砕機で厨芥を粉砕し、水で配管移送させ、1箇所でまと
めて厨芥処理するものである。厨芥処理は、厨芥を含む
排水から固液分離で厨芥を回収し、固相発酵で堆肥化し
てリサイクルをめざすもので、厨芥固形物の処理のみが
行われる。
The processing method disclosed in Japanese Patent Laid-Open No. 6-55158 is such that the kitchen crusher installed in the kitchen of each house in an apartment house crushes the kitchen waste, transfers it with water and pipes it together at one place. To do. The kitchen waste treatment aims to recover kitchen waste by solid-liquid separation from wastewater containing kitchen waste, and to compost it by solid-phase fermentation to recycle it, and only treat the kitchen waste solids.

【0006】特開平5−208186号公報に開示され
る処理方法は、厨芥をピストンで圧搾して脱水、体積減
容化して廃棄時の取り扱い性を改善するとともに、圧搾
された排水をオゾンで酸化して、水中に抽出された臭気
成分、汚濁成分を酸化処理するものである。
The treatment method disclosed in Japanese Unexamined Patent Publication No. 5-208186 squeezes kitchen waste with a piston to dehydrate and reduce the volume to improve handleability at the time of disposal, and oxidize the compressed waste water with ozone. Then, the odorous components and polluted components extracted in the water are oxidized.

【0007】[0007]

【発明が解決しようとする課題】厨芥は粉砕すること
で、厨芥中の有機性成分が溶け出し、水質の汚濁の指標
であるBOD(生物化学的酸素要求量)値が上昇する。
特開平3−89954号公報、特開平4−305284
号公報や特開平6−55158号公報に開示される処理
装置では、粉砕厨芥を回収して厨芥固形物の処理だけが
なされ、排水中に溶け出した汚濁成分は未処理で放流さ
れるため、環境への負荷を増大させるという問題があっ
た。
By crushing garbage, the organic components in the garbage are dissolved, and the BOD (biochemical oxygen demand) value, which is an index of water pollution, rises.
JP-A-3-89954 and JP-A-4-305284
In the treatment device disclosed in Japanese Patent Laid-Open No. 6-55158 or JP-A-6-55158, only the garbage solid is recovered by collecting the crushed garbage, and the polluted components dissolved in the wastewater are discharged untreated. There was a problem of increasing the load on the environment.

【0008】一方、特開平5−208186号公報にあ
っては、固液分離後の排水の処理がなされているもの
の、オゾン酸化であるため、圧搾の過程で水側に移行す
るデンプンや細胞内蔵物であるグリコーゲンなどの微粒
子成分は酸化分解できず、更に、オゾンはその毒性から
取り扱いが難しく、排水中の汚濁成分が多い厨芥回収排
水の処理を行うには、高濃度のオゾンが必要となり、排
気処理装置の付加などと装置が複雑になる上、危険性も
高くなるといった問題があった。
On the other hand, in Japanese Unexamined Patent Publication (Kokai) No. 5-208186, although wastewater after solid-liquid separation is treated, since it is ozone oxidation, starch or cells containing cells that migrate to the water side during the pressing process are incorporated. Fine particles such as glycogen, which is a substance, cannot be oxidatively decomposed, and ozone is difficult to handle due to its toxicity, and high-concentration ozone is required to treat the garbage recovery wastewater with many pollutants in the wastewater. There is a problem that the device becomes complicated due to the addition of an exhaust treatment device and the risk becomes high.

【0009】本発明は、上記課題を解決するためになさ
れたもので、本発明は、環境への負荷を増大させること
なく、排水に含まれる固形物を減容化し、高効率、省動
力で厨芥を処理可能な厨芥排水処理装置とその運転方法
を提供することを目的とする。
The present invention has been made to solve the above problems, and the present invention reduces the volume of solids contained in wastewater without increasing the load on the environment, resulting in high efficiency and power saving. It is an object of the present invention to provide a kitchen wastewater treatment device capable of treating kitchen waste and an operating method thereof.

【0010】[0010]

【課題を解決するための手段】上記課題を解決すべく、
本発明に係わる厨芥排水処理装置では、粉砕部にて粉砕
した厨芥は、水とともに配管移送した後、一旦、厨芥排
水貯留部で貯留し、移送部を介して固液分離部と固体分
離後の固形物を生物処理する固形物可溶化部に供給する
ようにした。さらに、固形物可溶化部において滞留時間
15日以上180日以下、望ましくは30日以上60日
以下で間欠的に空気を吹き込むことで固形物分離後の排
水中の固形物を生物処理するようにした。この結果、微
生物が繊維質や無機物以外の固形物を十分に捕食するの
で、効率的に厨芥の固形物を生物処理により可溶化で
き、環境負荷の上昇を抑制することができる。なお、固
形物可溶化部として固形物可溶化槽を用いた場合の固形
物可溶化槽の容量は、上記条件に従い、当該槽へ流入す
る1日水量Qの15日以上180日以下、望ましくは3
0日以上60日以下の条件となる。
[Means for Solving the Problems] In order to solve the above problems,
In the kitchen waste water treatment apparatus according to the present invention, the kitchen waste crushed in the crushing unit is transferred together with water through the pipe, and then temporarily stored in the kitchen wastewater storage unit, and after the solid-liquid separation unit and the solid separation via the transfer unit. The solid matter was fed to the solid matter solubilization section for biological treatment. Furthermore, in the solid matter solubilization section, by injecting air intermittently for a residence time of 15 days or more and 180 days or less, preferably 30 days or more and 60 days or less, the solid matter in the wastewater after solid matter separation is biologically treated. did. As a result, the microorganisms prey on solid substances other than fibrous substances and inorganic substances, so that the solid substances of kitchen waste can be efficiently solubilized by biological treatment, and an increase in environmental load can be suppressed. The volume of the solid matter solubilization tank when the solid matter solubilization tank is used as the solid matter solubilization unit is 15 days or more and 180 days or less of the daily water amount Q flowing into the tank according to the above conditions, preferably Three
The condition is 0 days to 60 days.

【0011】また、本願の第2発明に係わる厨芥排水装
置の運転方法は、空気吹き込み時間を5分以上24時間
以下と空気を停止する時間を5分以上24時間以下と
し、間欠的に空気の吹き込むこととした。この結果、微
生物活性が低下せず空気を吹き込んだときに溶存した酸
素を無駄なく消費できるので、厨芥の固形物を効率よく
可溶化し、省エネルギーにも寄与する効果を両立させる
ことができる。
Further, in the method for operating the kitchen drainage device according to the second aspect of the present invention, the air blowing time is 5 minutes or more and 24 hours or less, and the air stop time is 5 minutes or more and 24 hours or less, and the air is intermittently discharged. I decided to blow it. As a result, the microbial activity does not decrease and the dissolved oxygen can be consumed without waste when air is blown in. Therefore, it is possible to efficiently solubilize the solid material of the garbage and to contribute to the energy saving.

【0012】また、本願の第3発明に係わる厨芥排水装
置では、固形物可溶化槽に吹き込む空気量を1時間あた
り固形物可溶化槽容量の1倍以上6倍以下で供給するこ
ととした。この結果、過剰な空気の吹き込みを抑制で
き、過剰空気吹き込みによる微生物のブロックが細かく
なるのを防止し、微生物を固形物可溶化槽に多く保持で
きるので、厨芥の固形物を減容し、可溶化させる役目を
果たす微生物に酸素を十分に供給することができる。
Further, in the kitchen drainage apparatus according to the third aspect of the present invention, the amount of air blown into the solid matter solubilizing tank is supplied at 1 time to 6 times the capacity of the solid material solubilizing tank per hour. As a result, it is possible to suppress excessive air blowing, prevent the block of microorganisms due to excessive air blowing from becoming fine, and since a large amount of microorganisms can be retained in the solid matter solubilization tank, the solid matter in the garbage can be reduced in volume. Oxygen can be sufficiently supplied to the microorganisms that serve to solubilize.

【0013】また、本願の第4発明に係わる厨芥排水装
置では、溶存酸素計を利用して溶存酸素濃度が0.0mg
/L以上3.0mg/L未満のときに空気を供給し、溶存酸
素濃度が3.0mg/L以上のときに空気の供給を停止す
ることで水中に溶存した酸素を微生物が呼吸の過程で使
用することとした。この結果、間欠的に空気を吹き込む
タイミングを時間によって制御するのではなく、より直
接的に微生物の分解能力がわかる水中に溶解している酸
素濃度を測定した結果をもとに空気の吹き込むタイミン
グを制御することで空気を吹き込むブロワの稼働時間を
最小限にできるため動力消費量が最小限に抑制でき、環
境により配慮した厨芥排水処理装置となるため水中の溶
解している酸素濃度を簡便に測定できる。
Further, in the kitchen drainage apparatus according to the fourth aspect of the present invention, the dissolved oxygen concentration is 0.0 mg using the dissolved oxygen meter.
/ L or more and less than 3.0 mg / L is supplied with air, and when the dissolved oxygen concentration is 3.0 mg / L or more, by stopping the supply of air, oxygen dissolved in water is regenerated by microorganisms during the respiration process. I decided to use it. As a result, instead of controlling the timing of blowing air intermittently with time, the timing of blowing air can be determined based on the result of measuring the concentration of oxygen dissolved in water, which shows the decomposition ability of microorganisms more directly. By controlling it, the operating time of the blower that blows air can be minimized, so the power consumption can be suppressed to a minimum, and since it becomes an environment-friendly wastewater treatment system, the dissolved oxygen concentration in water can be easily measured. it can.

【0014】また、本願の第5発明に係わる厨芥排水装
置では、本願の第4発明と同様に間欠的に空気を吹き込
むタイミングを時間によって制御するのではなく、水中
に含まれる有機性化合物が微生物によって酸化分解され
る過程の電位差を測定することでより直接的に槽内の酸
化還元状態を把握でき、この酸化還元状態によって水中
に吹き込む空気の量を調整している。水中の酸化還元電
位(ORP)が−50mV〜50mV未満であれば空気供給
手段であるブロワによって空気が水中に供給され、OR
Pが−50mV〜50mV以上であればブロワを停止する
することで有機性化合物の微生物による酸化還元反応を
最小限の酸素で行うこととした。この結果より空気を吹
き込むブロワの稼働時間を最小限にできるため動力消費
量が最小限に抑制でき、環境により配慮した厨芥排水処
理装置である。
Further, in the garbage drainage device according to the fifth invention of the present application, as in the fourth invention of the present application, the timing at which air is intermittently blown is not controlled by time, but organic compounds contained in water are microorganisms. By measuring the potential difference during the process of oxidative decomposition, the redox state in the tank can be grasped more directly, and the amount of air blown into water is adjusted by this redox state. If the redox potential (ORP) in water is -50 mV to less than 50 mV, air is supplied to the water by a blower that is an air supply means, and OR
When P is -50 mV to 50 mV or more, the blower is stopped so that the oxidation-reduction reaction of the organic compound by the microorganism can be performed with a minimum of oxygen. As a result, the operating time of the blower that blows in air can be minimized, so the power consumption can be minimized, and this is a garbage wastewater treatment device that is more environmentally friendly.

【0015】また、本願の第6発明に係わる厨芥排水装
置では、微生物による有機性化合物の酸化分解が良好に
進行しているときは、水中のpHが中性付近を推移する
ことからpHを制御することで最適な酸化分解過程を保
持する方法としてpHが5.5から6.5以下望ましい
くは6.0以下、8.0から9.0以上望ましくは8.
5以上になると空気を常時吹き込み、5.5から6.5
より高く望ましくは6.0より高い、8.0から9.0
未満望ましくは8.5未満のときは間欠的に空気を吹き
込むことで良好な環境を維持することとした。この結
果、微生物が有機性化合物を酸化分解するために最も良
好なpHとなるため、有機物の分解を早く進行できる。
Further, in the kitchen waste drainage device according to the sixth invention of the present application, when the oxidative decomposition of the organic compound by the microorganisms is progressing favorably, the pH of the water is controlled to be near neutral so that the pH is controlled. As a method for maintaining the optimum oxidative decomposition process, the pH is preferably 5.5 to 6.5 or less, preferably 6.0 or less, and 8.0 to 9.0 or more, preferably 8.
When it is 5 or more, air is constantly blown in, and it is 5.5 to 6.5.
Higher, preferably higher than 6.0, 8.0 to 9.0
If less than 8.5 is desirable, it is decided to maintain a good environment by blowing air intermittently. As a result, the microorganism has an optimum pH for oxidative decomposition of the organic compound, so that the decomposition of the organic substance can be accelerated.

【0016】[0016]

【発明の実施の形態】厨芥を粉砕機にて粉砕し、水で配
管移送して、厨芥固形物と排水とを分離した後、厨芥固
形物は好気性の生物処理であるいは乾留処理で最終的に
廃棄される物量の減容化を図り、排水は好気性の生物処
理で水中の汚濁成分の除去を行なって、全体で環境負荷
の上昇を抑制する。その場合、厨芥固形物ならびに排水
の処理を安定して行うために、水量変動が大きな厨芥排
水は一旦厨芥排水貯留部で貯留し、移送手段を介して後
段の処理部へ厨芥排水を移送する。粉砕機で粉砕した厨
芥を所定量の水で配管に流すことで、配管中での安定し
た流動移送性を確保するとともに、後段での排水処理の
対象となる水量と厨芥粉砕物量を所定の濃度範囲とする
ことで、排水の生物処理の効率化を図る。
BEST MODE FOR CARRYING OUT THE INVENTION After the kitchen waste is crushed by a crusher and transferred by piping with water to separate the kitchen waste solid matter and the waste water, the kitchen waste solid matter is finally subjected to aerobic biological treatment or dry distillation treatment. The volume of waste materials is reduced, and the wastewater is treated by aerobic biological treatment to remove pollutants in the water, thus suppressing the increase of environmental load as a whole. In that case, in order to stably treat the solid waste and the wastewater, the wastewater with large fluctuations in water amount is temporarily stored in the wastewater storage unit, and the wastewater is transferred to the subsequent processing unit via the transfer means. By ensuring that a stable amount of water in the pipe is flowed through the pipe with a specified amount of water that has been crushed by the crusher, the amount of water and waste crushed product that will be the target of wastewater treatment in the subsequent stage is adjusted to the specified concentration. By setting the range, the efficiency of biological treatment of wastewater will be improved.

【0017】また、厨芥固形物と排水との分離に沈殿分
離槽を用いた場合の槽容量を粉砕厨芥の分離に適した所
定の大きさ、滞留時間とすることで、固液分離での固体
(厨芥)回収率を高く保ち、排水処理装置を介して環境
中へ放出される環境負荷を抑制する。固液分離部にふる
い分け装置を用いた場合も固体(厨芥)回収率を大きく
するため、ふるいの開口部の大きさとその処理処理速度
を所定の範囲とし、運転方法をその前段の、1日の排水
量に対し所定容量とした厨芥排水貯留部の水位と時間と
で制御する。
Further, when the sedimentation separation tank is used for separating the kitchen waste solids and the waste water, the tank volume is set to a predetermined size and a residence time suitable for the separation of the crushed kitchen waste, so that solids in solid-liquid separation can be obtained. (Garbage) Maintain a high recovery rate and reduce the environmental load released into the environment via the wastewater treatment equipment. Even when a sieving device is used in the solid-liquid separation unit, in order to increase the solid (garbage) recovery rate, the size of the opening of the sieve and its treatment speed should be within the specified range, and the operation method should be the same as the previous day. It is controlled by the water level and the time in the kitchen wastewater storage unit, which has a predetermined capacity for the amount of wastewater.

【0018】本発明により、台所などの作業場所の衛生
性の向上と、安定運転の確保、環境調和を図る厨芥排水
処理装置とその運転方法を提供する。
According to the present invention, there is provided a kitchen wastewater treatment apparatus and its operating method for improving hygiene in a work place such as a kitchen, ensuring stable operation, and harmonizing the environment.

【0019】[0019]

【実施例】本発明の実施例として粉砕厨芥排水のBOD、
SS濃度(固形物濃度)を表1に、粉砕厨芥の粒子径と
BODの粒子径別分布を表2に示す。また、本願の第1
から第6発明に係わる当該技術を用いた固形物を含む排
水移送システムの厨芥排水処理装置の工程と装置図を図
1、図2に示す。
Example As an example of the present invention, BOD of crushed kitchen waste drainage,
Table 1 shows the SS concentration (concentration of solids), and Table 2 shows the particle size of crushed garbage and the BOD particle size distribution. In addition, the first of the present application
1 to 2 show a process and a device diagram of a kitchen wastewater treatment device of a wastewater transfer system including solid matter using the technology according to the sixth to sixth inventions.

【0020】表1に示した粉砕厨芥排水を下水道などに
流すと、排水の負荷が極めて大きくなることが、台所排
水と比較しても明らかである。また、表2に粉砕厨芥の
粒子径とBODの粒子径別分布を示すが、固液分離によ
り回収できる固形物の大きさがサブミリ以上であること
を考慮すると、固液分離で厨芥排水から固形物を分離回
収しても、粉砕厨芥からの可溶性成分の溶出による排水
の汚濁は除去できず、排水も汚濁除去の処理を要するこ
とが分かる。なお、排水中の汚濁成分は、粒子径が数ミ
クロンから数十ミクロンの微細粒子成分と、分子量が数
百から数十万の成分と非常に多岐にわたる。
It is clear from the comparison with kitchen drainage that the load of drainage becomes extremely large when the crushed kitchen waste drainage shown in Table 1 is caused to flow into sewers or the like. In addition, Table 2 shows the particle size distribution of crushed kitchen waste and the particle size distribution of BOD. Considering that the size of solids that can be collected by solid-liquid separation is submillimeters or more, solid-liquid separation allows solids to be collected from kitchen wastewater. It can be seen that even if the substances are separated and collected, the pollution of the wastewater due to the elution of the soluble component from the crushed garbage cannot be removed, and the wastewater also needs a treatment for removing the pollution. It should be noted that the pollutant components in the wastewater are extremely diverse, including fine particle components having a particle diameter of several microns to several tens of microns and components having a molecular weight of several hundreds to several hundreds of thousands.

【0021】[0021]

【表1】 [Table 1]

【0022】[0022]

【表2】 [Table 2]

【0023】また、図1、2に示すように粉砕機1には
移送水を供給できる移送水供給口を有し、台所調理厨芥
を粉砕して水を用いて通常の自然流下配管で厨芥排水貯
留槽2まで流す。粉砕厨芥は、圧送ポンプを介して圧送
配管で移送してもよい。貯留された厨芥排水は、定量移
行ポンプ3により沈殿分離槽5に移送され、沈殿分離さ
れた粉砕厨芥は厨芥ポンプ6で固形物可溶化槽(好気可
溶化槽)7に、排水は沈殿分離槽の上澄み液として排水
生物処理槽(接触ばっ気槽)8に移送されてそれぞれ処
理される。定量移行ポンプ3および厨芥ポンプ6はエア
ーリフトポンプでも良く、また、定量移行ポンプ3にあ
っては、ポンプ吐出液を一部分岐して厨芥排水貯留槽3
に返送して貯留槽の攪拌に供しても良い。また、好気可
溶化槽7には、検出器13を設置し、槽内部の溶存酸素
や酸化還元電位やpHを測定してその結果を制御器14
で判断し、酸素供給手段であるブロワ15の動作制御を
行い、散気管16から空気が連続的あるいは、間欠的に
放出される。
Further, as shown in FIGS. 1 and 2, the crusher 1 has a transfer water supply port capable of supplying transfer water, and kitchen cooking kitchen waste is crushed and water is used for normal kitchen drainage to dispose of kitchen waste. Pour to the storage tank 2. The crushed garbage may be transferred by a pressure-feeding pipe via a pressure-feeding pump. The stored waste kitchen wastewater is transferred to the sedimentation separation tank 5 by the quantitative transfer pump 3, and the crushed kitchen waste separated by sedimentation is separated into the solid matter solubilization tank (aerobic solubilization tank) 7 by the kitchen waste pump 6, and the wastewater is separated by sedimentation. The supernatant liquid in the tank is transferred to a wastewater biological treatment tank (contact aeration tank) 8 and treated therein. The fixed-quantity transfer pump 3 and the garbage pump 6 may be air lift pumps. In the fixed-quantity transfer pump 3, the pump discharge liquid is partly branched and the garbage drainage storage tank 3 is used.
It may be returned to and used for stirring in the storage tank. Further, a detector 13 is installed in the aerobic solubilization tank 7, and dissolved oxygen, redox potential and pH in the tank are measured, and the result is controlled by the controller 14.
Then, the operation of the blower 15 as the oxygen supply means is controlled, and the air is continuously or intermittently discharged from the air diffuser 16.

【0024】以上の厨芥排水処理装置を用いた厨芥処理
について以下に説明する。厨芥処理装置を設置した集合
住宅での流入排水の経時変化を6ヶ月間の平均値として
図3に示す。
The garbage treatment using the above-mentioned garbage wastewater treatment equipment will be described below. Figure 3 shows the change over time in the inflow and outflow of an apartment house with a garbage treatment device as an average value for 6 months.

【0025】台所排水及び厨芥粉砕排水は調理作業時間
にのみ排出されるため、時間別変化が極めて大きいこと
が分かる。そのため、厨芥排水貯留槽なしでは、沈殿分
離槽の容量の1日の排水量Qの2倍に設定してもピーク
流入時に安定した固液分離ができず、厨芥固形物を含む
排水が接触ばっ気槽に流入し、十分な生物処理ができな
かった。
It is understood that the kitchen drainage and the kitchen waste pulverization drainage are discharged only during the cooking work time, so that the change with time is extremely large. Therefore, without the kitchen wastewater storage tank, stable solid-liquid separation was not possible at the time of peak inflow even if it was set to twice the daily capacity Q of the sedimentation separation tank, and wastewater containing kitchen waste solids was aerated. It flowed into the tank and could not be treated sufficiently.

【0026】厨芥排水貯留槽で流入変動を緩和した場合
の沈殿分離槽の固液分離性能と接触ばっ気槽での生物処
理性能をそれぞれ表3、4に示す。沈殿分離槽では、容
量を1日の排水量Qの1/24倍以上、望ましくは1/
12倍以上で十分な固液分離性能が得られることを見い
だした。容量が大きくなりすぎると、槽内滞留時間が長
くなり、粉砕厨芥中からの汚濁成分の溶出や、ご飯粒な
どの粒子成分の解体が進み、排水側へ移行する汚濁成分
(BOD量)が多くなる。そのため、容量は、1日の排
水量Qの2倍以下、望ましくは1倍以下とする必要があ
ることも明らかにした。
Tables 3 and 4 show the solid-liquid separation performance of the sedimentation separation tank and the biological treatment performance of the contact aeration tank, respectively, when the inflow fluctuation was alleviated in the kitchen wastewater storage tank. In the sedimentation tank, the capacity is more than 1/24 times the daily discharged water quantity Q, preferably 1 /
It has been found that a sufficient solid-liquid separation performance can be obtained with 12 times or more. If the volume becomes too large, the residence time in the tank will become longer, and the pollutant components (BOD amount) that migrate to the drainage side due to the elution of pollutant components from the crushed garbage and the disintegration of particle components such as rice grains will progress. Become. Therefore, it was also clarified that the capacity should be twice or less, preferably 1 or less times the daily discharged water amount Q.

【0027】[0027]

【表3】 [Table 3]

【0028】[0028]

【表4】 [Table 4]

【0029】接触ばっ気槽では、滞留時間1時間以上、
望ましくは2時間以上で通常の生活排水と同じく、下水
道に放流できる濃度まで排水中のBODを除去できるこ
とを見いだした。滞留時間を長く取ると、槽が大型化
し、ばっ気のための動力消費が大きくなるため、経済的
に成り立つ大きさの指標として、接触ばっ気槽の滞留時
間2日以下望ましくは1日以下とするのがよい。沈殿分
離で回収された厨芥は体積減容化して、最終的に廃棄さ
れる物量を削減して環境負荷を軽減する必要がある。
In the contact aeration tank, the residence time is 1 hour or more,
It has been found that the BOD in the wastewater can be removed to a concentration at which it can be discharged into the sewer, preferably in two hours or more, as in ordinary domestic wastewater. If the residence time is long, the tank becomes large and the power consumption for aeration increases, so as an index of the economically viable size, the residence time of the contact aeration tank is 2 days or less, preferably 1 day or less. Good to do. It is necessary to reduce the volume of the kitchen waste collected by sedimentation and to reduce the amount of waste that is ultimately discarded to reduce the environmental load.

【0030】固形物可溶化部である固形物可溶化槽(好
気可溶化槽)では、表5に示すごとく、滞留時間を15
日以上、望ましくは30日以上とすることで十分な厨芥
分解率が得られることを見いだした。なお、槽の滞留時
間を長くすると槽が大型化し、ばっ気のための動力消費
が大きくなるため、経済的に成り立つ大きさの指標とし
て、好気可溶化槽の滞留時間は180日以下、望ましく
は60日以下である。なお、好気可溶化槽でのばっ気
は、連続であっても、間欠的でもよいが、その動力費削
減と、厨芥中の窒素成分除去のため、間欠ばっ気が望ま
しい。また、空気を吹き込む時間を調整することによっ
て有機物の可溶化、分解に寄与する微生物のうち沈降性
の悪い糸状菌を抑制でき、好気可溶化槽7の処理性能を
安定化できる。
In the solid matter solubilization tank (aerobic solubilization tank) which is the solid matter solubilization section, as shown in Table 5, the residence time is 15
It has been found that a sufficient garbage decomposition rate can be obtained by setting the time to be at least one day, preferably 30 days or more. It should be noted that, if the retention time of the tank is lengthened, the tank becomes larger and the power consumption for aeration increases, so that the retention time of the aerobic solubilization tank is preferably 180 days or less as an index of the economically viable size. Is 60 days or less. The aeration in the aerobic solubilization tank may be continuous or intermittent, but intermittent aeration is desirable in order to reduce the power cost and remove the nitrogen component in the garbage. Further, by adjusting the time for blowing air, it is possible to suppress filamentous fungi having poor sedimentation properties among microorganisms that contribute to solubilization and decomposition of organic substances, and stabilize the treatment performance of the aerobic solubilization tank 7.

【0031】[0031]

【表5】 [Table 5]

【0032】好気可溶化槽7に吹き込む空気の時間帯
は、表6に示すごとく空気を吹き込む期間を5分以上2
4時間以下と空気を停止する期間を5分以上24時間以
下とすることで好気可溶化槽7内の有機固形物の可溶
化、分解に寄与する微生物の沈降性が高くなる。効果と
しては、空気を吹き込む期間を5分以上24時間以下、
空気の吹き込みを停止する時間を5分以上24時間以下
とするが時間の組み合わせが短すぎる場合や長すぎる場
合は、微生物の沈降性が低下もしくは、槽内の嫌気化に
伴う処理性能の低下が起こるため望ましくは、30分以
上60分以下の空気吹き込み、30分以上60分以下の
空気吹き込み停止の繰り返しが最適である。
As shown in Table 6, the time period of the air blown into the aerobic solubilization tank 7 is 5 minutes or more 2
By setting the period of 4 hours or less and the period of stopping the air to 5 minutes or more and 24 hours or less, the sedimentation property of the microorganisms that contribute to the solubilization and decomposition of the organic solid matter in the aerobic solubilization tank 7 becomes high. The effect is to blow air for 5 minutes to 24 hours,
The time to stop blowing air is set to 5 minutes or more and 24 hours or less, but if the combination of time is too short or too long, the settling property of microorganisms is reduced or the treatment performance is reduced due to anaerobicization in the tank. Therefore, it is desirable to repeat the air blowing for 30 minutes or more and 60 minutes or less and the stop of the air blowing for 30 minutes or more and 60 minutes or less.

【0033】[0033]

【表6】 [Table 6]

【0034】また、空気の吹き込む量は、吹き込む量が
少ない場合、好気可溶化槽7内が嫌気化する恐れがあ
り、更に、空気を吹き込む量が多いと凝集性微生物が微
細化し水質が悪化し、動力費の上昇にも繋がる。そのた
め空気を吹き込む量を1時間当たり固形物可溶化槽の容
量あたり1倍以上6倍以下で供給することで良好な処理
状態が担保できる。
When the amount of air blown is small, the inside of the aerobic solubilization tank 7 may be anaerobicized, and when the amount of air blown is large, coagulant microorganisms become fine and water quality deteriorates. However, it also leads to higher power costs. Therefore, a good treatment state can be ensured by supplying air in an amount of 1 to 6 times the volume of the solid matter solubilizing tank per hour.

【0035】次に、固形物の可溶化に寄与する好気性微
生物の最適な生息条件を確保するための方法として溶存
酸素を測定する手段として溶存酸素測定器のセンサーを
設置して、槽内のDO(Dissolve Oxygen、溶存酸素)を
結果と空気供給手段であるブロワ15と連動させて、好
気可溶化槽7のDO濃度が0.0mg/L以上3.0mg/L
未満のとき酸素濃度を上げるためにブロワ15を稼働さ
せて固形物可溶化槽内7に空気を供給させる。次にDO
濃度が3.0mg/L以上のときブロワ15が停止して過
剰の空気の供給を停止させることにより動力費の削減に
繋げる効果を見いだすことができる。
Next, as a method for ensuring optimum habitation conditions for aerobic microorganisms that contribute to the solubilization of solids, a dissolved oxygen measuring sensor is installed as a means for measuring dissolved oxygen, DO (Dissolve Oxygen, dissolved oxygen) is linked with the result and the blower 15, which is an air supply means, so that the DO concentration in the aerobic solubilization tank 7 is 0.0 mg / L or more and 3.0 mg / L.
When it is less than the above, the blower 15 is operated to supply air into the solid matter solubilization tank 7 in order to increase the oxygen concentration. Next DO
When the concentration is 3.0 mg / L or more, the blower 15 is stopped and the supply of excess air is stopped, so that it is possible to find the effect of reducing the power cost.

【0036】更に、別の方法として好気可溶化槽7内の
水中に含まれる有機性化合物の酸化分解の度合いを把握
するため酸化還元電位を測定する。具体的には、好気可
溶化槽7内にORP(酸化還元電位)センサーを設置して
ORP測定装置を経由して空気供給手段であるブロワ1
5を連動させ、ORP値が−50mV〜50mV未満で
あればブロワが稼働し、槽内に空気が送り込まれて有機
性化合物の微生物による酸化分解を促進させる。空気の
吹き込みによりORP値が高くなると過剰空気の吹き込
みを抑え、余剰空気のない状態で有機性化合物の酸化分
解が促進する状態を保つ。
Further, as another method, the redox potential is measured in order to grasp the degree of oxidative decomposition of the organic compound contained in the water in the aerobic solubilization tank 7. Specifically, an ORP (oxidation-reduction potential) sensor is installed in the aerobic solubilization tank 7, and a blower 1 which is an air supply means via an ORP measuring device.
5 is interlocked, and if the ORP value is −50 mV to less than 50 mV, the blower operates and air is sent into the tank to accelerate the oxidative decomposition of organic compounds by microorganisms. When the ORP value becomes high due to the blowing of air, the blowing of excess air is suppressed, and the state in which the oxidative decomposition of the organic compound is promoted is maintained without excess air.

【0037】更に、もう一つの方法として好気可溶化槽
7のpHを測定することで空気の吹き込み状況を確認す
る。すなわち、空気の吹き込み量が少ないと嫌気状態に
なり、有機性化合物が腐敗し始め、有機酸への転換によ
りpHが低下する。よってpHが5.5から6.5以下
望ましくは6.0以下になった場合には常時空気を吹き
込んで有機酸の生成を抑え、pHの低下を防止できる。
また、蛋白質を多く含む固形物排水の場合、嫌気状態で
アンモニアが生成し、pHが上昇する場合もあり、pH
が8.0から9.0以上望ましくは8.5以上になると
常時空気を吹き込むように調整する。よって5.5から
6.5より高く、望ましくは6.0より高い、8.0か
ら9.0未満望ましくは8.5未満のときは間欠的に空
気を吹き込むことで動力費を削減しながら好気状態を維
持する。
Further, as another method, the pH of the aerobic solubilization tank 7 is measured to confirm the blowing condition of air. That is, when the amount of air blown in is small, the state becomes anaerobic, the organic compound begins to decompose, and the pH is lowered due to conversion to the organic acid. Therefore, when the pH becomes 5.5 to 6.5 or less, preferably 6.0 or less, air is constantly blown in to suppress the generation of organic acid and the pH can be prevented from lowering.
In addition, in the case of solid wastewater containing a large amount of protein, ammonia may be generated in an anaerobic state and the pH may increase.
Is adjusted from 8.0 to 9.0 or more, preferably 8.5 or more, so that air is constantly blown in. Therefore, when it is higher than 5.5 and higher than 6.5, preferably higher than 6.0, and lower than 8.0 and lower than 9.0, it is preferable to blow air intermittently to reduce the power cost. Maintain aerobic condition.

【0038】このように、溶存酸素計、ORP計、pH
計などの検出器13は、それぞれの検出した値をもとに
制御器14を介してブロワ15の稼働操作を制御する。
Thus, the dissolved oxygen meter, ORP meter, pH
The detector 13 such as a meter controls the operation operation of the blower 15 via the controller 14 based on the detected value.

【0039】厨芥排水処理装置を安定して運転するため
には、粉砕機で粉砕した厨芥を確実に後処理部へ移送す
る必要がある。厨芥排水処理装置の運転法によって、安
定した配管移送が可能となった。すなわち、厨芥重量1
kg当たり3L以上望ましくは5L以上の水で流すこと
により、圧送配管あるいは通常の自然流下の台所配管で
滞留なく粉砕厨芥を流せることを明らかにした。表7に
示す。水量が多くなると、厨芥排水貯留槽で低濃度で貯
留されることとなり、厨芥からの汚濁成分の溶出が増加
する。また、使用水量増加により後処理装置が大型化し
て経済効率も低下する。従って、水量は、厨芥重量1k
g当たり80L以下、望ましくは40L以下がよい。
In order to operate the kitchen wastewater treatment device in a stable manner, it is necessary to reliably transfer the kitchen waste crushed by the crusher to the post-treatment section. The operation of the kitchen wastewater treatment system enabled stable pipe transfer. That is, kitchen weight 1
It was clarified that the crushed garbage can be flowed without staying in the pressure-feeding pipe or the ordinary natural-flowing kitchen pipe by flowing 3 L or more, preferably 5 L or more of water per kg. It shows in Table 7. If the amount of water increases, it will be stored in the kitchen wastewater storage tank at a low concentration, and the elution of pollutant components from the kitchen waste will increase. In addition, the increase in the amount of water used causes the size of the aftertreatment device to increase in size, resulting in a decrease in economic efficiency. Therefore, the amount of water is 1k of garbage
It is 80 L or less, preferably 40 L or less per g.

【0040】[0040]

【表7】 [Table 7]

【0041】[0041]

【発明の効果】ディスポーザによって家庭やレストラ
ン、工場食堂、食品工場などの事業系から発生する生ご
みを処理する方法として微生物を用いて排水処理を行う
ことにより排水の浄化を行うことが知られている。しか
し、ディスポーザ排水は多くの有機性固形物を有してお
り、そのまま微生物処理法の代表的な活性汚泥法やメタ
ン発酵法での処理を行う場合、処理性能の悪化や多量の
余剰汚泥として発生、多大な使用動力費などといった問
題点があった。本発明では、ディスポーザ排水に含まれ
る多くの有機性固形物を効率よく可溶化する条件を提言
することで環境負荷低減技術を提供することが可能であ
る。
[Effects of the Invention] As a method of treating food waste generated from business systems such as homes, restaurants, factory cafeterias, and food factories by a disposer, it is known that wastewater is purified by treating wastewater using microorganisms. There is. However, the disposer wastewater has a lot of organic solids, and when it is directly treated by the typical activated sludge method of microorganism treatment method or methane fermentation method, it is generated as deterioration of treatment performance and a large amount of excess sludge. There was a problem such as a large amount of power consumption. In the present invention, it is possible to provide a technology for reducing the environmental load by proposing conditions for efficiently solubilizing many organic solids contained in the disposer wastewater.

【図面の簡単な説明】[Brief description of drawings]

【図1】厨芥排水処理工程図[Fig. 1] Kitchen wastewater treatment process diagram

【図2】厨芥排水処理装置[Fig. 2] Kitchen wastewater treatment equipment

【図3】厨芥排水処理装置流入排水量の経時変化[Fig. 3] Change over time in the amount of wastewater flowing into the kitchen wastewater treatment equipment

【符号の説明】[Explanation of symbols]

1…粉砕機、2…厨芥排水貯留槽、3…移行ポンプ、4
…撹拌吐出口、5…沈殿分離槽、6…厨芥ポンプ、7…
固形物可溶化槽(好気可溶化槽)、8…排水生物処理槽
(接触ばっ気槽)、13…検出器 14…制御器 15…ブロワ 16…散気管
1 ... Crusher, 2 ... Kitchen wastewater storage tank, 3 ... Transfer pump, 4
… Agitation discharge port, 5… sedimentation separation tank, 6… garbage pump, 7…
Solid matter solubilization tank (aerobic solubilization tank), 8 ... Wastewater biological treatment tank (contact aeration tank), 13 ... Detector 14, Controller 15, Blower 16 ... Air diffuser

───────────────────────────────────────────────────── フロントページの続き (72)発明者 清水 康利 福岡県北九州市小倉北区中島2丁目1番1 号 東陶機器株式会社内 Fターム(参考) 4D003 AA01 AB02 BA02 CA03 CA07 4D004 AA03 CA04 CA13 CA19 CA42 CB04 CB13 CB45 DA01 DA20 4D059 AA07 BA04 BE31 BF13 BK11 BK12 CA22 CB01 CB27 EA05 EA20 EB20    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Yasutoshi Shimizu             2-1-1 Nakajima, Kokurakita-ku, Kitakyushu City, Fukuoka Prefecture             No. Totoki Equipment Co., Ltd. F-term (reference) 4D003 AA01 AB02 BA02 CA03 CA07                 4D004 AA03 CA04 CA13 CA19 CA42                       CB04 CB13 CB45 DA01 DA20                 4D059 AA07 BA04 BE31 BF13 BK11                       BK12 CA22 CB01 CB27 EA05                       EA20 EB20

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 厨芥を粉砕する粉砕部と、粉砕厨芥に水
を供給する水供給部と、水と粉砕厨芥との混合物からな
る厨芥排水を貯留する厨芥排水貯留部と、厨芥排水貯留
部に貯留された貯留厨芥排水を固液分離部に送る移送部
と、貯留厨芥排水を厨芥固形物と排水とに分離する固液
分離部と固形物分離後の排水を生物処理する排水生物処
理部とからなり、滞留時間15日以上180日以下、望
ましくは30日以上60日以下で間欠的に空気を吹き込
むことで固形物分離後の排水中の固形物を生物処理する
固形物可溶化部を有することを特徴とする厨芥排水処理
装置。
1. A crushing unit for crushing kitchen waste, a water supply unit for supplying water to the crushing kitchen waste, a kitchen waste water storage unit for storing kitchen waste water composed of a mixture of water and crushing kitchen waste, and a kitchen waste water storage unit. A transfer unit that sends the stored waste kitchen wastewater to the solid-liquid separation unit, a solid-liquid separation unit that separates the stored kitchen wastewater into garbage and solid wastewater, and a wastewater biological treatment unit that biologically treats the wastewater after solid matter separation. And has a solid matter solubilization section for biologically treating solid matter in wastewater after solid matter separation by intermittently blowing air with a residence time of 15 days to 180 days, preferably 30 days to 60 days. A kitchen wastewater treatment device characterized in that
【請求項2】 前記固形物可溶化部において、空気を吹
き込む時間を5分以上24時間以下、空気を停止する時
間を5分以上24時間以下として空気吹き込みと停止を
繰り返すことを特徴とする請求項1記載の厨芥排水処理
装置の運転方法。
2. The solid solubilizing section is characterized in that the time for blowing air is 5 minutes or more and 24 hours or less and the time for stopping the air is 5 minutes or more and 24 hours or less, and air blowing and stopping are repeated. Item 3. A method for operating the kitchen wastewater treatment device according to item 1.
【請求項3】 前記固形物可溶化部において、1時間あ
たり固形物可溶化部容量の1倍以上6倍以下の量空気を
吹き込むことを特徴とする請求項1若しくは請求項2記
載の厨芥排水処理装置の運転方法。
3. The garbage drainage according to claim 1 or 2, wherein air is blown into the solid matter solubilizing unit in an amount of 1 time to 6 times the capacity of the solid matter solubilizing unit per hour. How to operate the processor.
【請求項4】 前記固形物可溶化部において、水中に溶
解している溶存酸素濃度を溶存酸素濃度測定手段で測定
するとともに、前記溶存酸素濃度が0.1mg/L以上
3.0mg/L未満のとき空気吹き込みを行い、3.0mg/
L以上のとき空気の吹き込みを停止することを特徴とす
る請求項1乃至請求項3記載の厨芥排水処理装置の運転
方法。
4. The dissolved oxygen concentration in the solid matter solubilizing section is measured by a dissolved oxygen concentration measuring means, and the dissolved oxygen concentration is 0.1 mg / L or more and less than 3.0 mg / L. At that time, air is blown in and 3.0 mg /
The method for operating the kitchen wastewater treatment device according to claim 1, wherein the blowing of air is stopped when the value is L or more.
【請求項5】 前記固形物可溶化部において、水中の酸
化還元電位を酸化還元電位測定手段で測定するととも
に、前記酸化還元電位が−50mV〜50mV未満のとき
空気吹き込みを行い、−50mV〜50mV以上のとき空
気吹き込みを停止することを特徴とする請求項1乃至請
求項3記載の厨芥排水処理装置の運転方法。
5. In the solid matter solubilization section, the redox potential in water is measured by a redox potential measuring means, and when the redox potential is -50 mV to less than 50 mV, air is blown in to measure -50 mV to 50 mV. The method for operating the kitchen wastewater treatment device according to claim 1, wherein the air blowing is stopped at the above time.
【請求項6】 前記固形物可溶化部において、水中のp
HをpH測定手段で測定するとともに、pHが5.5か
ら6.5以下(望ましくは6.0以下)もしくは8.0
から9.0以上(望ましくは8.5以上)になると常時
空気吹き込みを行い、5.5から6.5より高く(望ま
しくは6.0より高い)もしくは8.0から9.0未満
(望ましくは8.5未満)のときは間欠的に空気吹き込
みを行うことを特徴とする請求項1もしくは請求項3に
記載の厨芥排水処理装置の運転方法。
6. In the solid matter solubilizing section, p in water is added.
H is measured by a pH measuring means, and the pH is 5.5 to 6.5 or less (desirably 6.0 or less) or 8.0.
To 9.0 or more (preferably 8.5 or more), air is constantly blown in and 5.5 to higher than 6.5 (desirably higher than 6.0) or 8.0 to less than 9.0 (desirable). Is less than 8.5), the air is blown intermittently, the method for operating the kitchen wastewater treatment device according to claim 1 or 3.
JP2002082390A 2002-03-25 2002-03-25 Garbage-containing waste water treating apparatus and operating method therefor Pending JP2003275720A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002082390A JP2003275720A (en) 2002-03-25 2002-03-25 Garbage-containing waste water treating apparatus and operating method therefor

Publications (1)

Publication Number Publication Date
JP2003275720A true JP2003275720A (en) 2003-09-30

Family

ID=29206713

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007283249A (en) * 2006-04-19 2007-11-01 Takasago Thermal Eng Co Ltd Organic wastewater treatment system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007283249A (en) * 2006-04-19 2007-11-01 Takasago Thermal Eng Co Ltd Organic wastewater treatment system

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