JPH07993A - Treatment of high-concentration organic sewage - Google Patents

Treatment of high-concentration organic sewage

Info

Publication number
JPH07993A
JPH07993A JP5169545A JP16954593A JPH07993A JP H07993 A JPH07993 A JP H07993A JP 5169545 A JP5169545 A JP 5169545A JP 16954593 A JP16954593 A JP 16954593A JP H07993 A JPH07993 A JP H07993A
Authority
JP
Japan
Prior art keywords
tank
sewage
photosynthetic bacteria
treatment
organic wastewater
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
JP5169545A
Other languages
Japanese (ja)
Inventor
Kimio Shibata
公雄 柴田
Keiko Shibata
啓子 柴田
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.)
S T KENKYUSHO KK
Original Assignee
S T KENKYUSHO KK
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 S T KENKYUSHO KK filed Critical S T KENKYUSHO KK
Priority to JP5169545A priority Critical patent/JPH07993A/en
Publication of JPH07993A publication Critical patent/JPH07993A/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

Landscapes

  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Biological Treatment Of Waste Water (AREA)

Abstract

PURPOSE:To provide a method for treatment of org. sewage which efficiently treats the org. sewage with a simple treatment. CONSTITUTION:The high-concn. org. sewage subjected to sepn. of solid from liquid is introduced into a solubilizing vessel 1 where the org. sewage is made into lower molecule matter by org. nutrient bacteria and is inoculated with photosynthesis bacterium seed bacterial 3. The BOD materials made into the lower molecule matter are thus metabolized and removed. The sewage is then transferred into a photosynthesis bacterium vessel 4 where fine wooden pieces 5 are settled at about 15cm thickness on the front surface and are ventilated from the lower part of the vessel. The photosynthesis bacteria are propagated by the fine wooden pieces 5 while the low-molecular org. materials are subjected to a metaborization treatment. The treated water is thereafter transferred into a contact oxidation vessel 6 while the outflow of the photosynthesis bacteria is prevented by the fine wooden pieces 5. The activity of microorganisms, etc., by food chain is promoted by the contact materials stuck with the bacteria and the water is purified while the generation of the sludge is prevented.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、高濃度有機汚水の処理
方法に関し、詳細には、し尿や産業排水等の高濃度有機
汚水を光合成細菌を主体として浄化処理する処理方法に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for treating high-concentration organic wastewater, and more particularly to a treatment method for purifying high-concentration organic wastewater such as human waste and industrial wastewater mainly by photosynthetic bacteria.

【0002】[0002]

【従来の技術】環境浄化が叫ばれている今日、汚水をい
かに効率良く、かつ安価に浄化するかということが、重
要な課題となっている。特に、高濃度有機汚水は、その
処理の効率化やコストが問題となり、従来から、種々の
処理方法が提案されている。
2. Description of the Related Art Today, when environmental purification is being called for, how to purify sewage efficiently and at low cost is an important issue. In particular, high-concentration organic sewage has problems in efficiency and cost of its treatment, and various treatment methods have been conventionally proposed.

【0003】例えば、特公昭47−45885号公報に
は、し尿をその従属栄養細菌により消化処理した後、離
脱液を紅色無硫黄細菌培養層に移して、好気的雰囲気で
暗黒あるいは光条件下に好色無硫黄細菌を接種培養し、
菌体を分離取得した後、分離液をクロレラ培養処理ある
いは活性汚泥処理して、し尿を浄化するし尿処理方法が
提案されている。
For example, in Japanese Examined Patent Publication No. 47-45885, after excrement treatment of human sewage with its heterotrophic bacteria, the withdrawal liquid is transferred to a scarlet-colored sulfur-free bacterial culture layer, and stored in an aerobic atmosphere under dark or light conditions. Inoculate and culture the non-sulfur-free bacteria in
A method for treating human waste by purifying human waste by subjecting the separated liquid to chlorella culture treatment or activated sludge treatment after separating and obtaining bacterial cells has been proposed.

【0004】また、特公昭51−43311号公報に
は、紅色無硫黄細菌の新菌株ロドシユードモナススフエ
ロイデスS株を有機性排水に接種し、好気的・暗条件ま
たは半好気・半暗条件下で培養して、有機性排水を浄化
する有機性排水の浄化処理法が提案されている。この浄
化処理法に於いては、有機性排水をS株培養槽に移し、
紅色無硫黄細菌のS株を好気的・暗条件または半好気・
半暗条件下で接種して培養増殖し、菌体汚泥を収穫した
後、一部は、返送培養して、菌種として利用している。
In Japanese Patent Publication No. 51-43311, a new strain of the red-sulfur-free bacterium, Rhodeseudomonas spueroides strain S, is inoculated into an organic wastewater, and aerobic and dark conditions or semi-aerobic conditions are obtained. A method for purifying organic wastewater by culturing under semi-dark conditions to purify organic wastewater has been proposed. In this purification method, the organic wastewater is transferred to the S strain culture tank,
Strain of purple non-sulfur bacteria is aerobic / dark conditions or semi-aerobic /
After inoculating in a semi-dark condition, culturing and proliferating, and harvesting the bacterial sludge, a part of the sludge is returned and cultured and used as a bacterial species.

【0005】更に、特公昭51−15347号公報に
は、低分子化した高濃度有機性汚水を、主として暗黒・
好気的条件下で、光合成細菌を接種、培養、増殖させ
て、該菌体を収穫利用するとともに、菌体増殖後の培養
液又は菌体汚泥の一部を、嫌気・光条件下に於ける返送
培養槽により光合成細菌を活性化させて、種菌を連続的
に供給させる高負荷有機性汚水浄化法が提案されてい
る。
Further, Japanese Patent Publication No. 15-15347 discloses that high-concentration organic wastewater having a low molecular weight is mainly used in dark
Under aerobic conditions, photosynthetic bacteria are inoculated, cultivated and proliferated to harvest and utilize the bacterial cells, and a part of the culture solution or bacterial sludge after bacterial cell growth is subjected to anaerobic / light conditions. A high-load organic sewage purification method has been proposed in which photosynthetic bacteria are activated by a return culture tank to continuously supply seed bacteria.

【0006】このように、従来の有機性汚水の処理方法
に於いては、返送培養槽等を設置し、処理槽後設の光合
成細菌を処理槽に返送して、光合成細菌の菌体濃度を保
持している。また、処理後の光合成細菌を沈殿槽で収穫
利用している。更に、その後の活性汚泥処理に於いて、
沈殿槽を設けて汚泥を処置している。したがって、それ
らは、各種産業廃水等の大規模な有機性汚水の処理方法
としては、有効なものである。
As described above, in the conventional method for treating organic sewage, a returning culture tank or the like is installed, and photosynthetic bacteria after the treatment tank are returned to the treatment tank to determine the bacterial cell concentration of the photosynthetic bacteria. keeping. In addition, the treated photosynthetic bacteria are harvested and used in a sedimentation tank. Furthermore, in the subsequent activated sludge treatment,
A sedimentation tank is installed to treat sludge. Therefore, they are effective as a method for treating large-scale organic wastewater such as industrial wastewater.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、このよ
うな従来の有機性汚水の処理方法にあっては、いずれも
返送培養槽等を設置し、光合成細菌を返送して光合成細
菌の菌体濃度を保持していたため、処理装置全体が複雑
化するとともに、菌体濃度の保持が困難で、小規模の有
機性汚水の処理方法としては、コスト面で問題があるだ
けでなく、その運用面においても問題があった。
However, in each of the conventional methods for treating organic wastewater, a return culture tank or the like is installed and photosynthetic bacteria are returned to reduce the bacterial cell concentration of the photosynthetic bacteria. Since it was held, the whole processing equipment became complicated, and it was difficult to keep the bacterial cell concentration, and as a small-scale organic wastewater treatment method, there was a problem in terms of cost as well as its operational aspect. There was a problem.

【0008】即ち、光合成細菌を返送して光合成細菌の
菌体濃度を保持するには、相当の経験と技術を必要と
し、経験豊富で高度な技術を有する人員を確保できる大
規模な産業廃水処理には、適しているが、このような人
員を確保するのが困難な小規模の有機性汚水の処理に
は、その運用面において困難であった。また、光合成細
菌の菌体濃度保持のために、返送培養槽を設ける必要が
あり、処理工程が複雑となるだけでなく、コストが高く
つき、小規模の有機性汚水の処理にはコスト面に於いて
も問題であった。
That is, in order to return the photosynthetic bacteria and maintain the bacterial cell concentration of the photosynthetic bacteria, considerable experience and technology are required, and a large-scale industrial wastewater treatment that can secure personnel with a wealth of experience and advanced technology. However, it was difficult to treat such small-scale organic sewage that is difficult to secure such personnel in terms of its operation. Moreover, in order to maintain the bacterial cell concentration of the photosynthetic bacteria, it is necessary to provide a return culture tank, which not only complicates the treatment process but also increases the cost, which is costly for treating small-scale organic wastewater. It was also a problem.

【0009】本発明は、以上の問題に鑑みてなされたも
のであって、簡単な処理で、高度な技術や経験を必要と
することなく、かつ活性汚泥を発生させることなく、高
濃度の有機性汚水を効率的に処理する有機性汚水の処理
方法を提供することを目的とする。
The present invention has been made in view of the above-mentioned problems, and it is a high-concentration organic substance with a simple treatment, without requiring advanced technology and experience, and without generating activated sludge. An object of the present invention is to provide a method for treating organic sewage that efficiently treats sewage.

【0010】[0010]

【課題を解決するための手段】本発明の構成の要旨とす
るところは、光合成細菌を主体として高濃度有機汚水を
処理する高濃度有機汚水の処理方法に於いて、光合成細
菌槽に導入された高濃度有機汚水の水面上に比重の低い
多孔質浮遊物を定置させ、かつ汚水中に通気する高濃度
有機汚水の処理方法であり、これにより前記課題を解決
することができる。
The gist of the constitution of the present invention is that a method for treating high-concentration organic wastewater mainly comprising photosynthetic bacteria is applied to a photosynthetic bacteria tank. This is a method for treating high-concentration organic wastewater in which a porous suspended matter having a low specific gravity is placed on the water surface of the high-concentration organic wastewater and aerated in the wastewater, whereby the above problems can be solved.

【0011】この場合、例えば、前記光合成細菌槽に、
予め固液分離した後、有機栄養細菌により高分子物質を
低分子化させた高濃度有機汚水を導入することとするの
が適当である。また、例えば、前記多孔質浮遊物として
は、木質細片あるいはその他の多孔質浮遊資材を用いる
ことができる。更に、前記通気は、種々の方法がある
が、光合成細菌槽の下部より行うのが適当である。また
前記光合成細菌槽による処理を行った汚水は、更に接触
酸化槽に移し、菌体付着接触資材を用いて接触曝気処理
を行うことにより、容易に中水道処理を完了することが
できる。
In this case, for example, in the photosynthetic bacteria tank,
After solid-liquid separation in advance, it is suitable to introduce high-concentration organic wastewater in which a high molecular weight substance is made into a low molecular weight by an organic trophic bacterium. Further, for example, wood particles or other porous floating materials can be used as the porous floating material. Further, there are various methods for the aeration, but it is appropriate to perform the aeration from the bottom of the photosynthetic bacteria tank. Further, the wastewater treated by the photosynthetic bacteria tank is further transferred to a contact oxidation tank, and contact aeration treatment is carried out using a cell-adhering contact material, whereby the tap water treatment can be easily completed.

【0012】[0012]

【作用】本発明は、以上のように構成したもので、光合
成細菌槽に導入された高濃度有機汚水の水面上に、比重
の低い多孔質浮遊物を定置させて汚水中に通気している
ので、光合成細菌槽の全槽に光合成細菌が凝濁し、BO
D源である低分子有機物質を資化処理するとともに、水
面上に定置された多孔質浮遊物中に於いても高濃度有機
汚水を浄化しつつ光合成細菌を増殖付着させることがで
きる。また、多孔質浮遊物は、通気による溶存酸素の有
効な支持体の役目をも果たし、光合成細菌の増殖を促進
するとともに、汚水が光合成細菌槽から次の処理槽に流
出する際に、それらの汚水とともに光合成細菌が流出す
るのを防止して、光合成細菌槽内の光合成細菌の濃度を
定常的に保持させる。
The present invention is configured as described above, and a porous suspended matter having a low specific gravity is placed on the surface of high-concentration organic wastewater introduced into a photosynthetic bacteria tank and aerated in the wastewater. As a result, photosynthetic bacteria are suspended in all photosynthetic bacteria tanks,
It is possible to assimilate the low molecular weight organic substance as the D source, and to grow and attach photosynthetic bacteria while purifying high-concentration organic sewage even in a porous suspension placed on the water surface. In addition, the porous suspended matter also plays the role of an effective support for dissolved oxygen by aeration, promotes the growth of photosynthetic bacteria, and when sewage flows out from the photosynthetic bacteria tank to the next treatment tank, those The photosynthetic bacteria are prevented from flowing out together with the sewage, and the concentration of the photosynthetic bacteria in the photosynthetic bacteria tank is constantly maintained.

【0013】したがって高度な技術や経験を必要とする
ことなく、かつ活性汚泥を発生させることなく、有機性
汚水を簡単な処理で効率的に処理することができる。
Therefore, the organic sewage can be efficiently treated by a simple treatment without requiring advanced technology or experience and without generating activated sludge.

【0014】この場合、光合成細菌槽に、予め固液分離
した後、有機栄養細菌により高分子物質を低分子化させ
た高濃度有機汚水を導入することで、高濃度有機汚水を
光合成細菌により一層効率的に処理することができる。
In this case, after the solid-liquid separation is carried out in advance in the photosynthetic bacterium tank, the high-concentration organic wastewater is introduced into the photosynthetic bacteria by introducing the high-concentration organic wastewater into which the high molecular weight substance has been reduced in molecular weight by the organic nutrient bacteria. It can be processed efficiently.

【0015】また通気を光合成細菌槽の下部より行うこ
とで、多孔質浮遊物に気泡を効率的に抱かせ得、多孔質
浮遊物に一層有効な溶存酸素の支持体の役目を果たさせ
得るので、汚水をより一層効率的に浄化することができ
る。
Further, by performing aeration from the lower part of the photosynthetic bacterium tank, it is possible to cause the porous suspended matter to efficiently contain air bubbles, and to serve as a more effective dissolved oxygen support for the porous suspended matter. Therefore, the sewage can be purified more efficiently.

【0016】更に光合成細菌槽による処理を行った汚水
を、接触酸化槽に移し、菌体付着接触資材により接触曝
気処理を行う。こうして接触酸化槽の菌体付着接触資材
により、完全な食物連鎖系を形成することができ、汚泥
の全く発生しない処理を、より一層簡単な処理で、かつ
高度な技術や経験を必要とすることなく行うことができ
る。
Further, the sewage treated by the photosynthetic bacteria tank is transferred to the contact oxidation tank, and contact aeration treatment is carried out by the bacterial cell adhesion contact material. In this way, it is possible to form a complete food chain system by the bacterial cell-attached contact material in the contact oxidation tank, and a treatment that does not generate sludge at all is a simpler treatment and requires advanced technology and experience. Can be done without.

【0017】[0017]

【実施例】以下、本発明の実施例を添付図面に基づいて
詳細に説明する。図1は、本発明の高濃度有機汚水の処
理方法の実施例の工程を示す工程図である。以下に豚舎
排水を処理する第一の実施例を説明する。
Embodiments of the present invention will now be described in detail with reference to the accompanying drawings. FIG. 1 is a process chart showing the steps of an embodiment of the method for treating high-concentration organic wastewater according to the present invention. The first embodiment for treating piggery wastewater will be described below.

【0018】図1に示すように、この実施例の高濃度有
機汚水の処理方法では、原水ピットに受け入れられた高
濃度有機汚水を、まず、固液分離機であるスクリーン1
により固液分離して、固分をできるだけ除去する。後記
表1に示すように、この例では豚舎排水である高濃度有
機汚水は、原水ピットに於いて、SS:7200ppm、
COD:3600ppm、BOD:11000ppmであり、
これが前記スクリーン1で固液分離されて、SS:21
00ppm、COD:1600ppm、BOD:6500ppm
となった。
As shown in FIG. 1, in the method for treating high-concentration organic wastewater of this embodiment, the high-concentration organic wastewater received in the raw water pit is first transferred to the screen 1 which is a solid-liquid separator.
Solid-liquid separation by to remove as much solid matter as possible. As shown in Table 1 below, in this example, high-concentration organic wastewater, which is swine wastewater, had SS: 7200 ppm in the raw water pit,
COD: 3600ppm, BOD: 11000ppm,
This is solid-liquid separated by the screen 1, and SS: 21
00ppm, COD: 1600ppm, BOD: 6500ppm
Became.

【0019】こうして固液分離された固液分離汚水を可
溶化槽2に移送する。この可溶化槽2では、前記固液分
離汚水を、有機栄養細菌により、好気的に有機酸等の低
分子物質に分解するとともに、該可溶化槽2に、光合成
細菌種菌3(例えば、5×109個/ml)を該槽容量の
5〜10%程度、この実施例では、6%を接種し、低分
子化したBOD物質を資化除去する。この可溶化槽2に
於ける処理は固液分離汚水を24時間程度滞留させて行
う。なお通気は可溶化槽2の底部に配した散気管11を
通じて行った。後記表1に示すように、上記可溶化槽2
の処理済汚水は、SS:1500ppm、COD:150
0ppm、BOD:8900ppmとなった。
The solid-liquid separated wastewater thus solid-liquid separated is transferred to the solubilization tank 2. In the solubilization tank 2, the solid-liquid separation wastewater is aerobically decomposed into low-molecular substances such as organic acids by the organic nutrient bacteria, and the solubilization tank 2 contains photosynthetic bacterial inoculum 3 (for example, 5). X10 9 cells / ml) is inoculated in an amount of about 5 to 10% of the capacity of the tank, 6% in this example, and the low molecular weight BOD substance is assimilated and removed. The treatment in the solubilization tank 2 is performed by allowing the solid-liquid separation wastewater to stay for about 24 hours. Aeration was performed through the air diffuser 11 arranged at the bottom of the solubilization tank 2. As shown in Table 1 below, the solubilization tank 2
Treated wastewater is SS: 1500ppm, COD: 150
It became 0 ppm and BOD: 8900 ppm.

【0020】次に、低分子化した処理済汚水を上記可溶
化槽2から光合成細菌槽4に移し、その水面上に、多孔
質浮遊物としてオガクズ等の木質細片5を投入して、1
0〜20cm程度の厚さに定置させる。この例では、2〜
5mmの木質細片5を15cmの厚みに浮遊させた。この光
合成細菌槽4は、導入される汚水のBOD濃度等に応じ
て、適切な数を設置する。この例では二槽の光合成細菌
槽4、4を連設して行った。
Next, the low-molecular-weight treated wastewater is transferred from the solubilization tank 2 to the photosynthetic bacteria tank 4, and wood particles 5 such as sawdust are put on the surface of the water as a porous suspended matter, and 1
Place it to a thickness of 0 to 20 cm. In this example, 2
A wood piece 5 of 5 mm was suspended in a thickness of 15 cm. An appropriate number of this photosynthetic bacteria tank 4 is installed according to the BOD concentration of the sewage introduced. In this example, two photosynthetic bacteria tanks 4 and 4 were connected in series.

【0021】更に木質細片5を水面上に定置させた光合
成細菌槽4、4の下部より、汚水を通気浄化する。この
通気は、各光合成細菌槽4、4の底部に配した散気管1
1、11により行う。即ち、光合成細菌槽4、4では、
その全槽に光合成細菌が凝濁し、BOD源である低分子
有機物質を資化処理するとともに、水面上に定置された
木質細片5中に於いても、光合成細菌が増殖付着して、
高濃度有機汚水を浄化する。また、木質細片5は、下部
から通気されることにより、溶存酸素の有効な支持体の
役目を果たし、光合成細菌の増殖を促進する。加えて、
木質細片5は、汚水が光合成細菌槽4から次の処理槽で
ある接触酸化槽6に流出する際に、該汚水とともに光合
成細菌が流出するのを防止し、光合成細菌槽4、4内の
光合成細菌の濃度を定常的に保持させる。
Further, the wastewater is purified by aeration from the lower part of the photosynthetic bacteria tanks 4 and 4 in which the wood strips 5 are placed on the water surface. This ventilation is performed by the air diffuser 1 placed at the bottom of each photosynthetic bacteria tank 4, 4.
This is done by steps 1 and 11. That is, in the photosynthetic bacteria tanks 4 and 4,
Photosynthetic bacteria became turbid in all the tanks, as well as assimilating low molecular weight organic substances that are the source of BOD, and in the wood strips 5 placed on the water surface, photosynthetic bacteria proliferated and adhered,
Purifies highly concentrated organic wastewater. Further, the wood strip 5 functions as an effective support for dissolved oxygen by being aerated from below, and promotes the growth of photosynthetic bacteria. in addition,
The wood strips 5 prevent the photosynthetic bacteria from flowing out together with the sewage when the sewage flows out from the photosynthetic bacterium tank 4 to the contact oxidation tank 6 which is the next treatment tank. The concentration of photosynthetic bacteria is kept constant.

【0022】したがって、簡単な処理で、かつ高度な技
術や経験を必要とすることなく、有機性汚水を効率的に
処理することができる。この場合、光合成細菌槽4、4
の処理汚水を、適当な割合で、前記可溶化槽2に返送す
ると、より一層浄化を促進させることができる。この例
では20%程度を返送した。
Therefore, the organic sewage can be efficiently treated with a simple treatment and without requiring a high level of skill and experience. In this case, photosynthetic bacteria tanks 4, 4
By returning the treated sewage of (1) to the solubilization tank 2 at an appropriate ratio, purification can be further promoted. In this example, about 20% was returned.

【0023】そして、この光合成細菌槽4、4では、浄
化処理の進行、即ち、BODの濃度が低下するに従って
光合成細菌が増殖し、活性汚泥細菌が活躍するのに適当
なBOD濃度、例えば、500ppm程度にまで浄化処理
が進行すると、光合成細菌槽4、4での処理が完了する
ように、処理工程を設定する。
In the photosynthetic bacteria tanks 4 and 4, as the purification process progresses, that is, as the BOD concentration decreases, the photosynthetic bacteria grow and the activated sludge bacteria play an appropriate BOD concentration, for example, 500 ppm. The treatment process is set so that the treatment in the photosynthetic bacteria tanks 4 and 4 is completed when the purification treatment progresses to a certain degree.

【0024】若干要約的に繰り返すと、この例では、前
記のように、二槽の光合成細菌槽4、4を連設し、その
中に2〜5mmの木質細片5を投入して、これを15cm程
度の厚さに浮上定置させ、かつ各光合成細菌槽4、4の
底部に配した散気管11、11により汚水中に通気を行
った。処理汚水の20%は可溶化槽2に返送した。また
加えて受け入れた汚水は上記光合成細菌槽4、4中に2
4時間滞留させた。
To recapitulate a little briefly, in this example, as described above, two tanks of photosynthetic bacteria 4 and 4 are connected in series, and a wood strip 5 of 2 to 5 mm is put into the tank. Was floated and set to a thickness of about 15 cm, and aeration was performed in the dirty water by air diffusers 11 arranged at the bottoms of the photosynthetic bacteria tanks 4 and 4. 20% of the treated wastewater was returned to the solubilization tank 2. In addition, the sewage received is 2 in the photosynthetic bacteria tanks 4 and 4.
It was kept for 4 hours.

【0025】後記表1に示すように、この例では、第1
段目の光合成細菌槽4の処理済汚水は、SS:900pp
m、COD:1100ppm、BOD:1200ppmとな
り、第2段目の光合成細菌槽4の処理済汚水は、SS:
200ppm、COD:880ppm、BOD:480ppmと
なった。
As shown in Table 1 below, in this example, the first
The treated sewage in the photosynthetic bacteria tank 4 in the second stage is SS: 900pp
m, COD: 1100 ppm, BOD: 1200 ppm, and the treated sewage in the second stage photosynthetic bacteria tank 4 is SS:
It became 200 ppm, COD: 880 ppm, and BOD: 480 ppm.

【0026】このようにして光合成細菌槽4、4での処
理の完了した汚水を、水面上に定置されているオガクズ
等の木質細片5のろ過層を通過させて、次の接触酸化槽
6に移送する。このとき光合成細菌は、木質細片5に付
着し、次の接触酸化槽6に流出するのが防止される。し
たがって光合成細菌槽4、4内の光合成細菌の濃度を定
常的に保持させることができ、効率的な浄化処理を行う
ことができる。
The sewage thus treated in the photosynthetic bacteria tanks 4 and 4 is passed through the filter layer of wood chips 5 such as sawdust, which is placed on the water surface, and the next catalytic oxidation tank 6 is provided. Transfer to. At this time, the photosynthetic bacteria are prevented from adhering to the wood strips 5 and flowing out to the next catalytic oxidation tank 6. Therefore, the concentration of the photosynthetic bacteria in the photosynthetic bacteria tanks 4 and 4 can be constantly maintained, and an efficient purification process can be performed.

【0027】次の接触酸化槽6は、適切な段数、この例
では、5段に連設し、全接触酸化槽6、6…中にバイオ
ループ(商品名)等の有効な菌体付着接触資材7、7…
を張り巡らせ、完全な食物連鎖系を形成し、微生物や小
動物を活躍させて汚水を浄水する。この接触酸化槽6、
6…に於ける処理では、最終段のそれから最前段のそれ
に適当な割合で返送する。この例では40%程度の返送
をすることとした。この場合、菌体付着接触資材7、7
…を、後段程本数を多くすることにより、微生物や小動
物の活躍を助長させることができ、汚泥の発生を完全に
防止しつつ、汚水をBOD:10ppm以下の中水道程度
に浄水処理することができる。
The next catalytic oxidization tank 6 is connected in an appropriate number of stages, in this example, 5 tiers, and all the catalytic oxidization tanks 6, 6 ... Material 7, 7 ...
To form a complete food chain system and activate microorganisms and small animals to purify sewage. This contact oxidation tank 6,
In the process of 6 ..., the final stage and the front stage are returned at an appropriate ratio. In this example, it was decided to return about 40%. In this case, bacterial cell contact material 7,7
By increasing the number of ... in the latter stage, it is possible to promote the activity of microorganisms and small animals, and while completely preventing the generation of sludge, it is possible to purify the sewage to a water supply of BOD: 10 ppm or less. it can.

【0028】なお以上の接触酸化槽6、6…中には、そ
の底部に配した散気管11、11…を通じて通気するも
のである。なおまたこの実施例では、散気管11、11
…による通気で、上記接触酸化槽6、6…、前記可溶化
槽2及び光合成細菌槽11、11の全槽に於いて、溶存
酸素を1ppm以上を維持させた。
The above catalytic oxidation tanks 6, 6 ... Are ventilated through air diffusers 11, 11 ... Arranged at the bottoms thereof. Furthermore, in this embodiment, the air diffusers 11 and 11
By aeration by ... Dissolved oxygen was maintained at 1 ppm or more in all of the catalytic oxidation tanks 6, 6, the solubilization tank 2 and the photosynthetic bacteria tanks 11, 11.

【0029】しかして以上の接触酸化槽6、6…の各段
階での汚水の処理状況は、この例では、後記表1に示す
ように、第1段目の接触酸化槽6の処理済水は、SS:
150ppm、COD:520ppm、BOD:350ppm、
第2段目の接触酸化槽6の処理済水は、SS:100pp
m、COD:350ppm、BOD:280ppm、第3段目
の接触酸化槽6の処理済水は、SS:40ppm、CO
D:120ppm、BOD:100ppm、第4段目の接触酸
化槽6の処理済水は、SS:20ppm、COD:100p
pm、BOD:30ppm、第5段目の接触酸化槽6の処理
済水は、SS:5ppm、COD:90ppm、BOD:8pp
mとなった。
However, the treatment status of the sewage at each stage of the above catalytic oxidation tanks 6, 6 ... In this example, as shown in Table 1 below, the treated water in the first stage catalytic oxidation tank 6 is treated. Is SS:
150ppm, COD: 520ppm, BOD: 350ppm,
The treated water in the second stage catalytic oxidation tank 6 is SS: 100 pp
m, COD: 350 ppm, BOD: 280 ppm, treated water in the third stage catalytic oxidation tank 6 is SS: 40 ppm, CO
D: 120 ppm, BOD: 100 ppm, treated water in the fourth stage catalytic oxidation tank 6 is SS: 20 ppm, COD: 100 p
pm, BOD: 30 ppm, treated water in the fifth stage catalytic oxidation tank 6 is SS: 5 ppm, COD: 90 ppm, BOD: 8 pp
It became m.

【0030】汚水は以上のように浄化処理されるので、
接触酸化槽6での処理水は、そのまま河川等に放流する
ことができるとともに、沈殿槽も不要となり、汚水の処
理設備全体をコンパクト化して、より安価なものとする
ことができる。なおこの例では、前記接触酸化槽6の処
理水を枕澱槽8に導き、更に消毒槽9で消毒して放流し
たが、枕澱槽8には殆ど枕澱物が生じなかった。またこ
の実施例では、光合成細菌種菌の消費量に関して、従来
の培養槽を設けた循環方式に比べて、約60%程度を減
少させることができた。しかして、この例の豚舎排水の
ように、処理が困難であるといわれていた家畜糞尿処理
や小規模な排水処理を効率的に、かつ安価に行うことが
できることとなった。
Since the wastewater is purified as described above,
The treated water in the catalytic oxidation tank 6 can be discharged as it is to a river or the like, and a sedimentation tank is not required, so that the entire wastewater treatment facility can be made compact and less expensive. In this example, the treated water in the catalytic oxidation tank 6 was introduced into the pillow settling tank 8, further sterilized in the disinfecting tank 9 and discharged. Moreover, in this example, the consumption of the photosynthetic bacterial inoculum could be reduced by about 60% as compared with the conventional circulation system provided with a culture tank. Therefore, it became possible to efficiently and inexpensively perform livestock manure treatment and small-scale drainage treatment, which were said to be difficult to treat, like the piggery drainage in this example.

【0031】[0031]

【表1】 [Table 1]

【0032】次に同一の設備を用いて水産加工工場廃水
を処理した第二の実施例を略述する。原水ピットに受け
入れたpH7.3、BOD:13000の水産加工工場廃
水をスクリーン1で固液分離し、分離液を可溶化槽2に
導き、槽容積に対して8%の光合成細菌種菌3(5×1
9個/ml)を接種した。この可溶化槽2に於ける処
理、その後段に順次続く光合成細菌槽4、4及び接触酸
化槽6、6…に於ける処理を、各々第一の実施例と全く
同様に行った。その結果、最終段の接触酸化槽6の処理
水の水質はBOD:8.7ppmを得た。光合成細菌種菌
3の消費量も、従来の培養槽を設けた循環方式に比し、
約55%の減少をみた。
Next, a second embodiment of treating wastewater from a marine product processing plant using the same equipment will be outlined. The wastewater from the fish processing plant with pH 7.3 and BOD of 13000 received in the raw water pit is subjected to solid-liquid separation with the screen 1, and the separated liquid is guided to the solubilization tank 2, where 8% of the photosynthetic bacterial inoculum 3 (5 × 1
09 cells / ml). The treatment in the solubilization tank 2 and the treatments in the photosynthetic bacteria tanks 4 and 4 and the catalytic oxidation tanks 6 and 6 that follow the subsequent steps were carried out in exactly the same manner as in the first embodiment. As a result, the quality of the treated water in the final stage catalytic oxidation tank 6 was BOD: 8.7 ppm. Consumption of photosynthetic bacterial inoculum 3 is also higher than that of the conventional circulation system with a culture tank.
A decrease of about 55% was observed.

【0033】[0033]

【発明の効果】以上述べたように、光合成細菌槽に導入
された高濃度有機汚水の水面上に、比重の低い多孔質浮
遊物を定置させて、汚水中に通気しているので、光合成
細菌槽の全槽に光合成細菌が凝濁し、BOD源である低
分子有機物質を資化処理するとともに、水面上に定置さ
れた多孔質浮遊物中に於いても、高濃度有機汚水を浄化
しつつ、光合成細菌が増殖付着する。また、多孔質浮遊
物は、通気による溶存酸素の有効な支持体の役目をも果
たし、光合成細菌の増殖を促進するとともに、汚水が光
合成細菌槽から次の処理槽に流出する際に、光合成細菌
が汚水とともに流出するのを防止して、光合成細菌槽内
の光合成細菌の濃度を定常的に保持させる。
As described above, since the porous suspended matter having a low specific gravity is placed on the surface of the high-concentration organic wastewater introduced into the photosynthetic bacterium tank and aerated in the wastewater, the photosynthetic bacteria are aerated. While photosynthetic bacteria become turbid in all tanks, as well as assimilating low-molecular organic substances that are the source of BOD, while purifying high-concentration organic sewage even in the porous suspension placed on the water surface , Photosynthetic bacteria grow and attach. In addition, the porous suspended matter also plays the role of an effective support for dissolved oxygen by aeration, promotes the growth of photosynthetic bacteria, and, when sewage flows from the photosynthetic bacteria tank to the next treatment tank, It prevents the water from flowing out with the sewage, and keeps the concentration of the photosynthetic bacteria in the photosynthetic bacteria tank constantly.

【0034】したがって、高度な技術や経験を必要とす
ることなく、かつ活性汚泥を発生させることなく、有機
性汚水を簡単な処理で効率的に処理することができる。
その結果、家畜糞尿処理や小規模な排水処理を効率的
に、かつ安価に行うことができる。
Therefore, the organic sewage can be efficiently treated by a simple treatment without requiring advanced technology or experience and without generating activated sludge.
As a result, livestock excrement treatment and small-scale wastewater treatment can be efficiently and inexpensively performed.

【0035】この場合、光合成細菌槽に、予め固液分離
した後、有機栄養細菌により高分子物質を低分子化させ
た高濃度有機汚水を導入することにより、高濃度有機汚
水を光合成細菌により、より一層効率的に処理すること
ができる。
In this case, high-concentration organic wastewater is introduced into the photosynthetic bacterium tank by solid-liquid separation in advance, and then high-concentration organic wastewater in which high molecular weight substances are made into low molecular weight by organic nutrient bacteria is introduced, whereby the high-concentration organic wastewater is removed by photosynthetic bacteria. It can be processed more efficiently.

【0036】また、通気を光合成細菌槽の下部より行う
ようにすることにより、多孔質浮遊物に気泡を効率的に
抱かせることができ、多孔質浮遊物に、一層有効な溶存
酸素の支持体の役目を果たさせることができ、汚水を、
一層効率的に浄化することができる。
Further, by performing aeration from the lower part of the photosynthetic bacterium tank, it is possible to efficiently cause bubbles to be contained in the porous suspension, and the porous suspension is more effective as a support for dissolved oxygen. Can play the role of
It can be purified more efficiently.

【0037】更に、光合成細菌槽による処理を行った汚
水を、接触酸化槽に移し、菌体付着接触資材により接触
曝気処理を行うと、接触酸化槽の菌体付着接触資材によ
り、完全な食物連鎖系を形成することができ、汚泥の全
く発生しない処理を、より一層簡単な処理で、かつ高度
な技術や経験を必要とすることなく行うことができる。
Further, when the sewage treated by the photosynthetic bacteria tank is transferred to the contact oxidation tank and subjected to contact aeration treatment with the bacterial cell contact material, a complete food chain is obtained by the bacterial cell contact material of the contact oxidation tank. It is possible to form a system, and to perform a treatment in which no sludge is generated at all, with an even simpler treatment and without requiring advanced technology and experience.

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

【図1】本発明の高濃度有機汚水の処理方法の実施例の
工程を示す工程図。
FIG. 1 is a process drawing showing a process of an embodiment of a method for treating high-concentration organic wastewater according to the present invention.

【符号の説明】[Explanation of symbols]

1 スクリーン 2 可溶化槽 3 光合成細菌種菌 4 光合成細菌槽 5 木質細片 6 接触酸化槽 7 菌体付着接触資材 8 枕澱槽 9 消毒槽 11 散気管 1 Screen 2 Solubilization Tank 3 Photosynthetic Bacteria Inoculum 4 Photosynthetic Bacteria Tank 5 Wood Chips 6 Contact Oxidation Tank 7 Cell Adhesion Contact Material 8 Pillow Settling Tank 9 Disinfection Tank 11 Diffuser

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 光合成細菌を主体として高濃度有機汚水
を処理する高濃度有機汚水の処理方法に於いて、 光合成細菌槽に導入された高濃度有機汚水の水面上に比
重の低い多孔質浮遊物を定置させ、かつ汚水中に通気す
ることとした高濃度有機汚水の処理方法。
1. A high-concentration organic wastewater treatment method for treating high-concentration organic wastewater mainly comprising photosynthetic bacteria, comprising a porous suspended matter having a low specific gravity on the water surface of the high-concentration organic wastewater introduced into the photosynthetic bacteria tank. A method for treating high-concentration organic sewage, in which the sewage is placed and aerated into the sewage.
【請求項2】 前記光合成細菌槽に、予め固液分離した
後、有機栄養細菌により高分子物質を低分子化させた高
濃度有機汚水を導入することとした請求項1の高濃度有
機汚水の処理方法。
2. The high-concentration organic wastewater according to claim 1, wherein the high-concentration organic wastewater is introduced into the photosynthetic bacterium tank after solid-liquid separation in advance, and then high-concentration organic wastewater in which a high molecular weight substance is made into a low molecular weight by organic nutrient bacteria is introduced. Processing method.
【請求項3】 前記多孔質浮遊物として木質細片を用い
た請求項1又は2の高濃度有機汚水の処理方法。
3. The method for treating highly concentrated organic wastewater according to claim 1, wherein wood particles are used as the porous suspended matter.
【請求項4】 前記通気を光合成細菌槽の下部より行う
こととした請求項1、2又は3の高濃度有機汚水の処理
方法。
4. The method for treating high-concentration organic wastewater according to claim 1, 2 or 3, wherein the aeration is performed from the bottom of the photosynthetic bacteria tank.
【請求項5】 前記光合成細菌槽による処理を行った汚
水を、接触酸化槽に移し、菌体付着接触資材を用いて接
触曝気処理を行うこととした請求項1、2、3又は4の
高濃度有機汚水の処理方法。
5. The method according to claim 1, wherein the wastewater treated in the photosynthetic bacteria tank is transferred to a contact oxidation tank, and contact aeration treatment is carried out using a cell-attached contact material. Concentrated organic wastewater treatment method.
JP5169545A 1993-06-16 1993-06-16 Treatment of high-concentration organic sewage Pending JPH07993A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5169545A JPH07993A (en) 1993-06-16 1993-06-16 Treatment of high-concentration organic sewage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5169545A JPH07993A (en) 1993-06-16 1993-06-16 Treatment of high-concentration organic sewage

Publications (1)

Publication Number Publication Date
JPH07993A true JPH07993A (en) 1995-01-06

Family

ID=15888469

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5169545A Pending JPH07993A (en) 1993-06-16 1993-06-16 Treatment of high-concentration organic sewage

Country Status (1)

Country Link
JP (1) JPH07993A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111847657A (en) * 2019-04-28 2020-10-30 四川中德盛达环境工程有限公司 Sewage treatment process taking photosynthetic bacteria as biochemical core

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5244051A (en) * 1975-10-02 1977-04-06 Toyosaku Yamada Filthy water purifying system
JPH02135199A (en) * 1988-11-14 1990-05-24 Mitsui Eng & Shipbuild Co Ltd Treatment of night soil
JPH0373358A (en) * 1989-08-15 1991-03-28 Fujitsu Ltd Displacement magnification mechanism
JPH0527475A (en) * 1991-07-23 1993-02-05 Minolta Camera Co Ltd Magnetic toner for electrophotography and production thereof
JPH05111694A (en) * 1991-09-10 1993-05-07 Tatsuji Kobayashi Treatment of organic waste water

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5244051A (en) * 1975-10-02 1977-04-06 Toyosaku Yamada Filthy water purifying system
JPH02135199A (en) * 1988-11-14 1990-05-24 Mitsui Eng & Shipbuild Co Ltd Treatment of night soil
JPH0373358A (en) * 1989-08-15 1991-03-28 Fujitsu Ltd Displacement magnification mechanism
JPH0527475A (en) * 1991-07-23 1993-02-05 Minolta Camera Co Ltd Magnetic toner for electrophotography and production thereof
JPH05111694A (en) * 1991-09-10 1993-05-07 Tatsuji Kobayashi Treatment of organic waste water

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111847657A (en) * 2019-04-28 2020-10-30 四川中德盛达环境工程有限公司 Sewage treatment process taking photosynthetic bacteria as biochemical core

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