JP3106489U - Livestock excrement purification equipment - Google Patents

Livestock excrement purification equipment Download PDF

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JP3106489U
JP3106489U JP2004003982U JP2004003982U JP3106489U JP 3106489 U JP3106489 U JP 3106489U JP 2004003982 U JP2004003982 U JP 2004003982U JP 2004003982 U JP2004003982 U JP 2004003982U JP 3106489 U JP3106489 U JP 3106489U
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清二 中林
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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
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Abstract

【課題】各工程に基づく処理槽の機能に基づき、BOD、COD、SSを目標値に至るように組み合わせることによって、家畜の糞尿から、所定の基準に達している浄化水を得ること。
【解決手段】畜舎から貯留槽1に流出した糞尿による処理対象物を曝気槽2に移動し、循環空気との接触に基づく撹拌を行いながら、当該処理対象物の一部を下方に沈殿させ、BODが所定の値以下となっている上側部分を沈殿槽3に移行したうえで、当該処理対象物の一部を下方に沈殿させ、SSが所定の値以下となっている上側部分を濾過槽4に移行し、分子ふるい剤粒子、及び多孔質の粒子又は微粉体による濾過に基づいて、BOD、COD、及びSSを更に低い所定の値以下とすることによって、前記課題を達成することを可能とする家畜の糞尿浄化処理装置。
【選択図】図1
Purified water that reaches a predetermined standard is obtained from feces and urine of livestock by combining BOD, COD, and SS so as to reach a target value based on the function of a treatment tank based on each process.
[MEANS FOR SOLVING PROBLEMS] An object to be treated by excrement flowing out from a barn to a storage tank (1) is moved to an aeration tank (2), and a part of the object to be treated is precipitated downward while stirring based on contact with circulating air. After the upper part where the BOD is less than or equal to a predetermined value is transferred to the settling tank 3, a part of the processing object is precipitated downward, and the upper part where the SS is less than or equal to the predetermined value is filtered. It is possible to achieve the above-mentioned problem by shifting to 4 and making BOD, COD, and SS lower than a predetermined value based on filtration with molecular sieve particles and porous particles or fine powder. A livestock manure purification device.
[Selection] Figure 1

Description

本考案は、畜舎から貯留槽に流出した糞尿による液体及び固体の混合物質から浄化水を得る家畜の糞尿浄化処理装置に関するものである。   The present invention relates to a fecal urine purification apparatus for livestock that obtains purified water from a liquid and solid mixed material by excreta discharged from a barn into a storage tank.

牛、馬、豚などの畜舎において飼育した家畜が排出した糞尿を貯留槽に流出させた場合には、当該貯留槽には、糞尿による液体及び固体の混合物質が貯留されている。   When manure discharged from livestock bred such as cattle, horses, and pigs is discharged into a storage tank, a liquid and solid mixed material of manure is stored in the storage tank.

前記混合物を浄化する装置においては、曝気、沈殿、濾過の何れか、又は全ての工程が採用されている。   In the apparatus for purifying the mixture, any of aeration, precipitation, filtration, or all processes are employed.

他方、家畜の糞尿の浄化処理装置に基づく浄化水においては、生物化学的酸素要求量(Biochemical Oxygendemand:以下、通称名に従い、「BOD」と略称する。)、化学的酸素要求量(Chemical Oxygen Demand:以下、通称名に従って、「COD」と略称する。)、懸濁物質(Suspended Solid:以下、通称名に従って、「SS」と略称する。)を所定値以下とすることが要求されている。   On the other hand, in purified water based on a livestock manure purification device, biochemical oxygen demand (hereinafter referred to as “BOD”), chemical oxygen demand (Chemical Oxygen Demand) : Hereinafter, abbreviated as “COD” according to a common name, and suspended solid (hereinafter abbreviated as “SS” according to a common name) are required to be a predetermined value or less.

しかるに、従来の浄化装置においては、前記各工程において、BOD、COD、SSを所定量以下とするような機能分担を考慮したことによる具体的な構成は、これまで特に提唱されている訳ではない。   However, in the conventional purification apparatus, a specific configuration by considering the function sharing such that BOD, COD, and SS are equal to or less than a predetermined amount in each step has not been particularly proposed so far. .

他方、生活汚泥から浄化水を得る一般的構成は提唱されているが、このような構成においては、生化学的又は化学的な反応工程を前提としており、大掛かりな装置を必要とし、簡便な処理工程にて浄化水を得ることができない。   On the other hand, although a general configuration for obtaining purified water from domestic sludge has been proposed, such a configuration is premised on a biochemical or chemical reaction process, requires a large-scale apparatus, and is easy to process. Purified water cannot be obtained in the process.

本考案は、従来から存在する前記各工程に基づく処理槽の機能に基づき、BOD、COD、SSを目標値に至るように組み合わせることによって、家畜の糞尿からBOD、COD、SSに関し、所定の基準に達し得るような浄化処理装置の構成を提供することを課題としている。   The present invention is based on the function of the treatment tank based on each of the above existing processes, and by combining BOD, COD, and SS so as to reach the target value, a predetermined standard for BOD, COD, and SS from livestock manure It is an object of the present invention to provide a configuration of a purification treatment apparatus that can achieve the above.

前記課題を解決するため、本考案の構成は、
(1)畜舎から貯留槽に流出した糞尿による液体と固体との混合物から浄化水を得る家畜糞尿浄化処理装置において、当該混合物による処理対象物を前記貯留槽から曝気槽に移動し、循環空気との接触に基づく撹拌を行いながら、当該処理対象物の一部を下方に沈殿させ、BODが所定の値以下となっている上側部分を沈殿槽に移行し、沈殿槽において当該処理対象物の一部を下方に沈殿させ、SSが所定の値以下となっている上側部分を濾過槽に移行し、濾過槽において分子ふるい剤粒子、及び多孔質の粒子又は微粉体による濾過に基づいて、BOD、COD、及びSSを所定の値以下にすると共に、曝気槽及び沈殿槽において、下方に沈殿し、かつ槽内に残留している部分を外部に排出することに基づく家畜の糞尿浄化処理装置、
(2)曝気槽に、1日当り所定量以上の天然水、又は地下水、又は水道水を注入することを特徴とする前記(1)による家畜の糞尿浄化処理装置、
からなる。
In order to solve the above problems, the configuration of the present invention is as follows.
(1) In a livestock manure purification processing apparatus that obtains purified water from a mixture of liquid and solid from manure flowing out from a barn to a storage tank, the object to be processed by the mixture is moved from the storage tank to the aeration tank, While stirring based on the contact, a part of the object to be treated is allowed to settle downward, and the upper part where the BOD is not more than a predetermined value is transferred to the precipitation tank. The upper part where SS is below a predetermined value is transferred to a filtration tank, and based on filtration with molecular sieve particles and porous particles or fine powder in the filtration tank, BOD, While reducing COD and SS to a predetermined value or less, in an aeration tank and a sedimentation tank, a livestock manure purification device based on discharging the portion that has settled downward and remains in the tank to the outside,
(2) A livestock excrement purification apparatus according to (1), characterized in that a predetermined amount or more of natural water, groundwater, or tap water is injected into the aeration tank per day,
Consists of.

本考案においては、比較的簡単な構成でありながら、各処理槽の機能分担の組み合わせによって、家畜の糞尿から、BOD、COD、SSにつき、目標とする基準に基づく浄化水を得ることができる。   In the present invention, purified water based on a target standard for BOD, COD, and SS can be obtained from livestock manure by a combination of functional sharing of each treatment tank, although it has a relatively simple configuration.

図1は、本考案の全装置の基本形態を示しているが、図1からも明らかなように、本考案においては、畜舎から流出した糞尿による液体及び固体の混合物を貯留槽1中に貯留させたうえで、曝気槽2→沈殿槽3→濾過槽4の順序にて、貯留した糞尿を順次浄化処理を行うことによって、浄化水を形成している。   FIG. 1 shows the basic form of all the devices of the present invention. As is clear from FIG. 1, in the present invention, a liquid and solid mixture of manure discharged from a barn is stored in a storage tank 1. Then, purified water is formed by sequentially purifying the stored manure in the order of the aeration tank 2 → the sedimentation tank 3 → the filtration tank 4.

一般に、貯留槽1の段階では、BOD、COD、SSは、相当高い状態にあり、例えば牛舎から排出され、かつ貯留槽1に貯留している前記混合物による糞尿の場合には、JIS K 0102の規格によるBODは、約12000mg/Lであり、前記JIS規格によるCODは、約4000mg/Lであり、昭和46年環境庁告示第59号が定める規格によるSSは、約3000mg/Lである。   In general, at the stage of the storage tank 1, BOD, COD, and SS are in a considerably high state. For example, in the case of manure from the mixture discharged from the barn and stored in the storage tank 1, JIS K 0102 The BOD according to the standard is about 12000 mg / L, the COD according to the JIS standard is about 4000 mg / L, and the SS according to the standard defined by the Environmental Agency Notification No. 59 in 1971 is about 3000 mg / L.

曝気槽2においては、槽内に順次空気を循環させながら、前記貯留した混合物による糞尿中の臭気を循環空気と共に外部に放出する(無論、必要に応じて脱臭処理を行う。)一方、空気の循環によって曝気槽2内における糞尿を撹拌するが、当該撹拌に伴って、前記混合物中の固体を下方に沈殿させ、かつ液体を上方に貯留させるという固液分離としての機能をも発揮することが可能である。   In the aeration tank 2, while the air is circulated sequentially in the tank, the odor in the excreta from the stored mixture is released to the outside together with the circulating air (of course, deodorizing treatment is performed as necessary). Feces and urine in the aeration tank 2 is stirred by circulation, and with the stirring, the solid-liquid separation of precipitating the solid in the mixture and storing the liquid upward can also be exhibited. Is possible.

曝気槽2においては、このような固液分離機能に基づき、BODを低下させるが、当該低下と共に、実際にはSS及びCODをも低下させている。   In the aeration tank 2, the BOD is lowered based on such a solid-liquid separation function, but the SS and COD are actually lowered along with the reduction.

曝気槽2内において、下方に沈殿した固体及びこれと一体となった液体は、外部に排出されるか、又は貯留槽1に還元されることになる(但し、浄化水を得るという基本的な目的に即するならば、可能な限り外部に放出することが好ましい。)。   In the aeration tank 2, the solid precipitated in the lower part and the liquid integrated therewith are discharged to the outside or reduced to the storage tank 1 (however, it is fundamental to obtain purified water). If it suits the purpose, it is preferable to release it as much as possible.)

曝気槽2の処理対象物の内、上側部分のBODが所定の値以下となっている場合には、当該上側部分を沈殿槽3に移動することになる。   When the BOD of the upper part of the object to be processed in the aeration tank 2 is equal to or less than a predetermined value, the upper part is moved to the sedimentation tank 3.

沈殿槽3においては、静止した状態にて、処理対象物に対し、固体の多い部分を下方に沈殿させ、かつ固体の少ない部分を上方に貯留させることによって更なる固液分離を行い、上側部分のSSが所定の値以下となっている場合には、当該上側部分を濾過槽4に移行させるが、SSが所定の値以下となっている場合には、BOD、CODも更に低下した状態となっている。   In the settling tank 3, in a stationary state, further solid-liquid separation is performed by precipitating the portion with a large amount of solids downward and storing the portion with a small amount of solids upward with respect to the processing object. When the SS is less than or equal to a predetermined value, the upper portion is transferred to the filtration tank 4, but when SS is less than or equal to the predetermined value, BOD and COD are further reduced. It has become.

沈殿槽3においても、下方に沈殿した固体が多い部分は、外部に放出させるか、再び貯留槽1に還元させることになる。   Also in the sedimentation tank 3, a part with a large amount of solid precipitated downward is discharged to the outside or reduced again to the storage tank 1.

濾過槽4においては、分子ふるい剤粒子41、多孔質状の粒子又は微粉体42による濾過作用によって、処理対象物中の微生物(バクテリア)を吸着し、BODを大幅に低下させると共に、処理対象物中の有機物質を吸着することによって、CODを低下させたうえで、更には、その余の懸濁物質をも吸着することによって、SSをも大幅に低下させることができる。   In the filtration tank 4, microorganisms in the processing target are adsorbed by the filtering action by the molecular sieve particles 41, the porous particles or the fine powder 42, and the BOD is greatly reduced, and the processing target By adsorbing the organic substance therein, the COD can be lowered, and further, the remaining suspended substance can be adsorbed to significantly reduce the SS.

濾過槽4において、濾過した処理対象物のBOD、COD、SSがそれぞれ所定値以下の場合には、処理対象物は、浄化水として処理することが可能となる。   In the filtration tank 4, when the BOD, COD, and SS of the filtered processing object are each equal to or less than predetermined values, the processing object can be processed as purified water.

前記のような一連の各槽の機能によって、本考案の装置においては、貯留槽1に貯留した液体及び固体の混合物となっている家畜の糞尿から、BOD、COD、SSについて、各槽に対応して所定の値以下に低下させることに基づき、BOD、COD、SSについて目標として設定した基準による浄水を得ることができる。   Due to the function of each series of tanks as described above, in the apparatus of the present invention, BOD, COD, and SS are supported for each tank from livestock manure that is a mixture of liquid and solid stored in the storage tank 1. Then, based on the reduction to a predetermined value or less, it is possible to obtain purified water based on criteria set as targets for BOD, COD, and SS.

尚、前記(2)のように、曝気槽2において、天然水、又は地下水、又は水道水を所定量注入し、しかも必要に応じて、当該注入量を調整した場合には、BOD、COD、SSを目標値以下とするうえで、極めて好都合である。   As described in (2) above, when a predetermined amount of natural water, groundwater, or tap water is injected into the aeration tank 2 and the injection amount is adjusted as necessary, BOD, COD, It is very convenient to set SS below the target value.

各槽において目標として設定されているBOD、COD、SSの何れか、又は全てを所定の値以下とするために、常時各槽において、BOD、COD、SSの何れか、又は全てについて計測を行い、当該所定値以下となった段階において、処理対象物を次の槽に移行させ、かつ濾過槽4において浄化水として処理し、逆に、BOD、COD、SSの何れかが目標とする所定の値を超えている場合には、曝気槽2、沈殿槽3においては、次の槽への移行を中止すると共に、濾過槽4においては、改めて処理対象物の濾過を繰り返すという自動制御を行うような実施形態もまた、本考案に包摂される。   In order to keep any or all of BOD, COD, SS set as targets in each tank below the predetermined value, always measure any or all of BOD, COD, SS in each tank In the stage where the value is less than or equal to the predetermined value, the object to be treated is transferred to the next tank and treated as purified water in the filtration tank 4, and conversely, any one of BOD, COD, and SS is the target When the value exceeds the value, in the aeration tank 2 and the sedimentation tank 3, the shift to the next tank is stopped, and in the filtration tank 4, the automatic control of repeating the filtration of the processing object is performed again. Various embodiments are also encompassed by the present invention.

しかしながら、上記実施形態において採用される自動制御においては、特に濾過槽4において、BOD、COD、SSの何れかが所定の値を超えている場合に、処理対象物を改めて濾過以前の状態に戻すという複雑な作業を必要とせざるを得ない。   However, in the automatic control employed in the above embodiment, particularly in the filtration tank 4, when any of BOD, COD, and SS exceeds a predetermined value, the object to be treated is returned to the state before filtration. It must be complicated work.

このような状況を考慮し、本考案においては、空気の循環量を所定以上と設定したうえで、曝気槽の容積/沈殿槽の容積の比率を所定値以下に設定し、沈殿槽の容積/濾過槽の容積の比率を所定値以下と設定すると共に、各槽におけるBOD、COD、SSについて常時計測をせずとも処理対象物を順次移行させることによる実施形態が好ましい。   In consideration of such a situation, in the present invention, the ratio of the volume of the aeration tank / the volume of the settling tank is set to a predetermined value or less after setting the air circulation amount to be equal to or greater than a predetermined value. An embodiment in which the ratio of the volume of the filtration tank is set to be equal to or less than a predetermined value and the processing object is sequentially transferred without always measuring BOD, COD, and SS in each tank is preferable.

当該好ましい実施形態を、前記(2)の実施形態に適用する場合には、天然水、又は地下水、又は水道水の曝気槽2に対する注入量を所定値以上と設定することを不可欠とする。   When the preferred embodiment is applied to the embodiment (2), it is essential to set the injection amount of the natural water, the ground water, or the tap water to the aeration tank 2 to a predetermined value or more.

これらの好ましい実施形態においては、各槽における処理、即ち曝気槽2、及び沈殿槽3における固液分離、濾過槽4における濾過が、BOD、COD、SSの何れか、又は全てを目標とする所定値以下とするように機能させることを前提としているが、そのためには、処理対象物が各槽に移行する量が、各槽において処理し得る容量の範囲内にあることを不可欠とする。   In these preferred embodiments, the treatment in each tank, that is, the solid-liquid separation in the aeration tank 2 and the sedimentation tank 3, and the filtration in the filtration tank 4 are targeted for any or all of BOD, COD, and SS. In order to achieve this, it is essential that the amount of the processing object transferred to each tank is within the capacity range that can be processed in each tank.

したがって、前記実施形態においては、貯留槽1と曝気槽2との間に計量槽6を設け、各槽の容量以上の前記混合物による家畜の糞尿が曝気槽2に移動しないように設定すると良い。   Therefore, in the said embodiment, it is good to set so that the measurement tank 6 may be provided between the storage tank 1 and the aeration tank 2, and the livestock manure by the said mixture more than the capacity | capacitance of each tank may not move to the aeration tank 2.

尚、濾過槽4における分子ふるい剤粒子41としては、ゼオライトが好適であり、多孔質の粒子又は微粉体42としては、活性炭が好適である。   Note that zeolite is suitable as the molecular sieve particles 41 in the filtration tank 4, and activated carbon is suitable as the porous particles or fine powder 42.

以下、実施例に従って説明する。   Hereinafter, it demonstrates according to an Example.

実施例においては、曝気槽2において、1mの処理対象物に対し、65m/日の空気を循環させ、かつ1mの処理対象物に対し、400L/日の天然水、又は地下水、又は水道水を注入したうえで、曝気槽2において、JIS K 0102の測定によるBODが1100mg/L以下であり、昭和46年環境庁告示第59号の規格によるSSが170以下である上側部分を沈殿槽3に移動させ、沈殿槽3において、前記JIS規格によるBODが1000mg/L以下であり、前記規格によるSSが140以下である上側部分を濾過槽4に移行させ、濾過槽4において、前記JIS規格によるCODを110mg/L以下とし、BODを0.5mg/L以下とし、前記規格によるSSを68mg/L以下とすることを実現するために、曝気槽の容積/沈殿槽の容積を3以下とし、沈殿槽の容積/濾過槽の容積を3以下とするような容積比率であることを特徴としている。 In the examples, the aeration tank 2, with respect to the processing object 1 m 3, to circulate air 65 m 3 / day, and with respect to the processing object 1 m 3, natural water 400 L / day, or ground water, or After injecting tap water, in the aeration tank 2, the upper part where the BOD measured by JIS K 0102 is 1100 mg / L or less and the SS according to the standard of the Environment Agency Notification No. 59 of 1971 is 170 or less is precipitated. The JIS standard BOD is 1000 mg / L or less and the upper part of the standard SS is 140 or less is transferred to the filtration tank 4 in the sedimentation tank 3, and in the filtration tank 4, the JIS In order to realize that the COD according to the standard is 110 mg / L or less, the BOD is 0.5 mg / L or less, and the SS according to the standard is 68 mg / L or less. The volumes of / settler aeration tank was 3 or less, is characterized by the volume of the volume / filtration tank of the sedimentation tank is the volume ratio such that 3 or less.

実施例においては、常時の計測、及び当該計測に基づく制御を伴わずに、処理対象物を順次移行させることが可能であるが、このような実施例の構成及び当該構成を実現する設計は、考案者の試行錯誤を伴う実験に由来している。   In the embodiment, it is possible to sequentially transfer the processing object without regular measurement and control based on the measurement, but the configuration of the embodiment and the design for realizing the configuration are as follows. It comes from experiments involving trial and error by the creator.

本考案は、畜舎から排出され、各貯留した液体及び固体の混合物による糞尿から浄化水を得ることだけではなく、工程の途中にて、排気された固体を貯留させたうえで、有機肥料として使用するような産業分野にも応用することが可能である。   The present invention is used not only to obtain purified water from manure by the mixture of liquid and solid stored in the barn, but also to store the exhausted solid in the middle of the process and use it as organic fertilizer It can be applied to such industrial fields.

本考案の処理装置の概略を示すブロック図である。尚、Pは、処理対象物を次の槽に移行させるために必要に応じて設けられるポンプを示している。It is a block diagram which shows the outline of the processing apparatus of this invention. In addition, P has shown the pump provided as needed in order to transfer a process target object to the next tank.

符号の説明Explanation of symbols

1 貯留槽
2 曝気槽
21 空気の循環パイプ
22 天然水、又は地下水、又は水道水の注入パイプ
3 沈殿槽
4 濾過槽
41 分子ふるい剤粒子
42 多孔質の粒子又は微粉体
6 計量槽
DESCRIPTION OF SYMBOLS 1 Storage tank 2 Aeration tank 21 Air circulation pipe 22 Injection pipe of natural water or ground water or tap water 3 Precipitation tank 4 Filtration tank 41 Molecular sieve particle 42 Porous particle or fine powder 6 Measurement tank

Claims (6)

畜舎から貯留槽に流出した糞尿による液体と固体との混合物から浄化水を得る家畜糞尿浄化処理装置において、当該混合物による処理対象物を前記貯留槽から曝気槽に移動し、循環空気との接触に基づく撹拌を行いながら、当該処理対象物の一部を下方に沈殿させ、BODが所定の値以下となっている上側部分を沈殿槽に移行し、沈殿槽において当該処理対象物の一部を下方に沈殿させ、SSが所定の値以下となっている上側部分を濾過槽に移行し、濾過槽において分子ふるい剤粒子、及び多孔質の粒子又は微粉体による濾過に基づいて、BOD、COD、及びSSを所定の値以下にすると共に、曝気槽及び沈殿槽において、下方に沈殿し、かつ槽内に残留している部分を外部に排出することに基づく家畜の糞尿浄化処理装置。   In a livestock manure purification treatment device that obtains purified water from a mixture of liquid and solid from manure that has flowed out of the barn into the storage tank, the object to be treated by the mixture is moved from the storage tank to the aeration tank and brought into contact with the circulating air. While stirring based on this, a part of the processing object is precipitated downward, the upper part where the BOD is not more than a predetermined value is transferred to the precipitation tank, and the part of the processing object is moved downward in the precipitation tank. And the upper part where SS is not more than a predetermined value is transferred to a filtration tank, and based on the filtration with molecular sieve particles and porous particles or fine powder in the filtration tank, BOD, COD, and An apparatus for purifying manure of livestock based on setting SS to a predetermined value or less and discharging a portion of the aeration tank and the sedimentation tank that have settled downward and remain in the tank to the outside. 空気の循環量を所定以上と設定したうえで、曝気槽の容積/沈殿槽の容積の比率を所定値以下に設定し、沈殿槽の容積/濾過槽の容積の比率を所定値以下と設定すると共に、各槽におけるBOD、COD、SSにつき、常時の計測、及び当該計測に基づく制御を伴わずに処理対象物を順次移行させることを特徴とする請求項1記載の家畜の糞尿浄化処理装置。   Set the air circulation rate to a predetermined value or higher, set the ratio of the aeration tank volume / precipitation tank volume to a predetermined value or less, and set the ratio of the precipitation tank volume / filtration tank volume to a predetermined value or less. The livestock manure purification apparatus according to claim 1, wherein the processing object is sequentially transferred with respect to BOD, COD, and SS in each tank without performing continuous measurement and control based on the measurement. 曝気槽に、1日当り所定量以上の天然水、又は地下水、又は水道水を注入することを特徴とする請求項1記載の家畜の糞尿浄化処理装置。   The livestock excreta purification apparatus according to claim 1, wherein a predetermined amount or more of natural water, groundwater, or tap water is injected into the aeration tank per day. 空気の循環量、及び天然水、又は地下水、又は水道水の注入量を所定以上と設定したうえで、曝気槽の容積/沈殿槽の容積の比率を所定値以下に設定し、沈殿槽の容積/濾過槽の容積の比率を所定値以下と設定すると共に、各槽におけるBOD、COD、SSにつき、常時の計測、及び当該計測に基づく制御を伴わずに処理対象物を順次移行させることを特徴とする請求項3記載の家畜の糞尿浄化処理装置。   Set the air circulation rate and the amount of natural water, groundwater, or tap water injected to a specified value or higher, and then set the ratio of aeration tank volume / precipitation tank volume to a predetermined value or less, and settling tank volume. / The ratio of the volume of the filtration tank is set to a predetermined value or less, and the processing object is sequentially shifted without BOD, COD, SS in each tank and control based on the measurement at all times. The livestock excreta purification apparatus according to claim 3. 曝気槽において、1mの処理対象物に対し、65m/日の空気を循環させ、かつ1mの処理対象物に対し、400L/日の天然水、又は地下水、又は水道水を注入したうえで、曝気槽において、JIS K 0102の測定によるBODが1100mg/L以下であり、昭和46年環境庁告示第59号の規格によるSSが170以下である上側部分を沈殿槽に移動させ、沈殿槽において、前記JIS規格によるBODが1000mg/L以下であり、前記規格によるSSが140以下である上側部分を濾過槽に移行させ、濾過槽において、前記JIS規格によるCODを110mg/L以下とし、BODを0.5mg/L以下とし、前記規格によるSSを68mg/L以下とすることを実現するために、曝気槽の容積/沈殿槽の容積を3以下とし、沈殿槽の容積/濾過槽の容積を3以下とするような容積比率であることを特徴とする請求項4記載の家畜の糞尿浄化処理装置。 In the aeration tank, to the processing object 1 m 3, to circulate air 65 m 3 / day, and with respect to the processing object 1 m 3, natural water 400 L / day, or ground water, or after the tap water was injected In the aeration tank, the upper part where the BOD measured by JIS K 0102 is 1100 mg / L or less and the SS according to the standard of the Environmental Agency Notification No. 59 of 1971 is 170 or less is moved to the precipitation tank. The upper part of the JIS standard with a BOD of 1000 mg / L or less and the SS of the standard of 140 or less is transferred to a filtration tank, and the COD according to the JIS standard is 110 mg / L or less in the filtration tank. Is 0.5 mg / L or less, and in order to realize SS according to the above standard to be 68 mg / L or less, the volume of the aeration tank / the volume of the precipitation tank is Follows and, manure purifying apparatus of livestock according to claim 4, wherein the volume of the volume / filtration tank of the sedimentation tank is the volume ratio such that 3 or less. 分子ふるい剤粒子として、ゼオライトを採用し、多孔質の粒子又は微粉体として、活性炭を採用することを特徴とする請求項1、2、3、4、5記載の家畜の糞尿浄化処理装置。
The livestock manure purification apparatus according to claim 1, wherein zeolite is used as the molecular sieve particles and activated carbon is used as the porous particles or fine powder.
JP2004003982U 2004-07-07 2004-07-07 Livestock excrement purification equipment Expired - Fee Related JP3106489U (en)

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