JP2002239591A - Method for treating sewage of circulating flash toilet - Google Patents

Method for treating sewage of circulating flash toilet

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Publication number
JP2002239591A
JP2002239591A JP2001038721A JP2001038721A JP2002239591A JP 2002239591 A JP2002239591 A JP 2002239591A JP 2001038721 A JP2001038721 A JP 2001038721A JP 2001038721 A JP2001038721 A JP 2001038721A JP 2002239591 A JP2002239591 A JP 2002239591A
Authority
JP
Japan
Prior art keywords
bacteria
sewage
tank
human waste
toilet
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
JP2001038721A
Other languages
Japanese (ja)
Inventor
Isao Osuga
勇雄 大須賀
Teruji Kamaya
輝二 釜屋
Hidemichi Hirata
秀道 平田
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2001038721A priority Critical patent/JP2002239591A/en
Publication of JP2002239591A publication Critical patent/JP2002239591A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a method for treating sewage of a circulating flash toilet solving the problem that a flash toilet requires a large quantity of washing water. SOLUTION: In the circulating type flash toilet for treating excretion sewage in an excretion cleaning tank according to an aerobic biological treatment method and using the cleaned excretion sewage as the washing water of the toilet, bacillus bacteria and photosynthetic bacteria are charged in the excretion cleaning tank and excretion sewage is cleaned while irradiated with visible light to enhance the cleaning ratio of excretion and the generation of a malodor is prevented and the formation amount of excess sludge is reduced.

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、屋外作業場や工事
現場、見本市、博覧会場、海水洛場、コンサート・イベ
ント会場などに設営される循環型水洗トイレの汚水浄化
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for purifying sewage of a circulating flush toilet set up in an outdoor work place, a construction site, a trade fair, an exposition hall, a seawater rakoba, a concert event hall, and the like.

【0002】[0002]

【従来の技術】日本のトイレは清潔度、快適度の面か
ら、水洗式が大半を占めているが、水洗トイレは糞尿を
1回流すだけで8リットル以上の水を必要とするため、
通常、このような水洗トイレは屋外作業場や工事現場、
見本市、博覧会場、潅水浴場、コンサート・イベント会
場などの水が入手し難い場所では設営が困難であって、
水洗トイレに好気性生物処理によってし尿を処理する浄
化槽を併設し、し尿の浄化水をトイレの水洗水として再
利用するようにした循環型水洗トイレによってのみそれ
を可能にしている。しかしながら、この種の循環型水洗
トイレでも、し尿の浄化が不十分だと水洗水が汚濁して
悪臭を放ち、浄化に伴って発生する余剰汚泥量が増大し
てトイレの汲み取り頻度が多くなる欠点があり、特に、
入場者数が大きく変動する見本市や博覧会場に設営され
る循環型水洗トイレでは、浄化槽の浄化機能が追随でき
なくなるため、水洗トイレの利点である清潔度、快適度
が損なわれるという問題があった。
2. Description of the Related Art Washing toilets occupy the majority of Japanese toilets in terms of cleanliness and comfort. However, flush toilets require more than 8 liters of water when flushing manure only once.
Usually, such flush toilets are used in outdoor workplaces, construction sites,
It is difficult to set up in places where water is difficult to access, such as trade fairs, exposition halls, bathhouses, concerts and event venues,
The flush toilet is provided with a septic tank for treating human waste by aerobic biological treatment, and this is made possible only by a circulating flush toilet that reuses purified human waste water as toilet flush water. However, even with this type of circulating flush toilet, if the purification of human waste is insufficient, the flush water becomes polluted and emits an offensive odor, and the excess sludge generated by the purification increases and the frequency of pumping the toilet increases. There are, in particular,
Recycling-type flush toilets installed at trade fairs and expo halls where the number of visitors fluctuates greatly can not follow the purification function of the septic tank, which has the problem of impairing the cleanliness and comfort that are the advantages of flush toilets. .

【0003】[0003]

【発明が解決しようとする課題】ところで、循環型水洗
トイレに設営されるし尿浄化槽は、活性汚泥法によって
処理されており、この活性汚泥によるし尿の浄化は、活
性汚泥を構成する好気性細菌が役割を演じている。すな
わち、し尿と活性汚泥を充分な酸素を供給しながら接触
させると、数十種類の土壌細菌から形成されるフロック
形成細菌によってし尿中の汚物が吸着され、その汚物を
栄養源にして土壌細菌が増殖して浄化される。この活性
汚泥法では、活性汚泥に酸素を供給しながら浄化するた
めの曝気槽と、活性汚泥を沈降分離して浄化水と固形物
を固液分離するための沈殿槽から構成されており、沈殿
槽で沈降させた活性汚泥を曝気槽へ返送することによっ
て曝気槽内の活性汚泥感度が一定に保たれるよう工夫さ
れている。このような方法で処理される浄化槽を能率よ
く運転するためには、汚物の吸着と分解の平衡を生化学
的に保っことが重要であって、吸着に比較して分解が遅
いと汚花が軽くなって沈降性が悪くなり、逆に分解が進
み過ぎると汚泥が分散して沈降性と吸着能力が低下し、
清澄な処理水が得られなくなる。循環型水洗トイレで起
こる悪臭の発生や余剰汚泥量が増大する現象は、このよ
うな浄化槽の活性汚泥の変調によるものである。その原
因は、汚物量の増減による負荷量の変動によるところが
大きい。しかし、見本市や博覧会場に設営される仮設型
のトイレでは収容員数の変動に伴って起こる浄化槽の負
荷変動は避けてとおれない問題である。そこで、本発明
者等はこのような問題を解決するため、活性汚泥の機能
を維持しながら、負荷変動に強くなるための研究を行
い、その結果本発明を開発することができた。
The human waste septic tank installed in the circulating flush toilet is treated by the activated sludge method. The purification of human waste by the activated sludge is performed by the aerobic bacteria constituting the activated sludge. Plays a role. That is, when human waste and activated sludge are brought into contact with each other while supplying sufficient oxygen, the soil in the human waste is adsorbed by the floc-forming bacteria formed from tens of types of soil bacteria, and the soil bacteria are used as a nutrient source for the soil bacteria. Proliferate and be purified. This activated sludge method is composed of an aeration tank for purifying activated sludge while supplying oxygen, and a sedimentation tank for settling and separating activated sludge to separate purified water and solids from solid and liquid. The activated sludge settled in the tank is returned to the aeration tank so that the activated sludge sensitivity in the aeration tank is kept constant. In order to operate the septic tank treated in this way efficiently, it is important to maintain the equilibrium between the adsorption and decomposition of filth biochemically. If it becomes lighter, the sedimentation becomes worse, and if the decomposition proceeds too much, the sludge disperses and the sedimentation and adsorption capacity decrease,
Clear treated water cannot be obtained. The generation of offensive odor and the increase in the amount of excess sludge occurring in the circulation type flush toilet are due to such modulation of activated sludge in the septic tank. The cause is largely due to the fluctuation of the load due to the increase and decrease of the amount of waste. However, temporary toilets set up at trade fairs and fairgrounds are unavoidable because of the fluctuations in septic tank load that accompany changes in the number of crew members. In order to solve such a problem, the present inventors have carried out research to maintain the function of activated sludge and to be resistant to load fluctuations, and as a result, have been able to develop the present invention.

【0004】[0004]

【課題を解決するための手段】前記のような問題を解決
した本発明の循環型水洗トイレの汚水処理法は、し尿汚
水をし尿浄化槽において好気性生物処理法で処理し、こ
の浄化したし尿汚水をトイレの水洗水として用いる循環
型水洗トイレにおいて、し尿浄化槽にバチルス菌と光合
成細菌を投与し、可視光線を照射しながら浄化すること
によってし尿の浄化率を向上させ、悪臭の発生を防止
し、余剰汚泥の生成量を少なくすることを特徴とするも
のである。
The sewage treatment method for a circulating flush toilet according to the present invention, which has solved the above-mentioned problems, comprises treating sewage wastewater by an aerobic biological treatment method in a sewage treatment tank, and removing the purified sewage wastewater. In a circulating flush toilet using the toilet flush water, Bacillus bacteria and photosynthetic bacteria are administered to a human waste septic tank, and purified while irradiating with visible light to improve the purification rate of human waste and prevent the generation of offensive odors. It is characterized in that the amount of excess sludge generated is reduced.

【0005】バチルス菌は、細菌の中で内生胞子を形成
し、細胞の形が桿状で、好気性または適性嫌気性の従属
栄養細菌であり、代表的な菌種としてBacillus.Subtil
is(枯草菌)がある。このバチルス菌の特徴は、耐熱性
の胞子を形成することと、栄養が与えられると極めて速
い速度で細胞分裂して増殖することであり、その結果、
有機物の資化と分解機能が非常に高いが、逆に、栄養状
態が悪くなると細胞中に胞子を形成して貧栄養状態でも
高い菌体濃度(109個/cc)を保つことができる。このよ
うな特徴があるバチルス菌を活性汚泥菌として活用する
と、し尿汚水の水質変動に対応できることになる。
[0005] Bacillus bacteria are endophytic spores in bacteria, are rod-shaped cells, are aerobic or anaerobic heterotrophic bacteria, and Bacillus. Subtil
is (Bacillus subtilis). This Bacillus is characterized by the formation of thermostable spores and the cell division and proliferation at a very fast rate when fed.
The ability to assimilate and decompose organic matter is very high, but conversely, when the nutritional state deteriorates, spores are formed in the cells and a high bacterial concentration (109 cells / cc) can be maintained even in an oligotrophic state. By utilizing Bacillus bacteria having such characteristics as activated sludge bacteria, it becomes possible to cope with fluctuations in the quality of human wastewater.

【0006】光合成細菌は、水圏に生息する硫黄細菌の
一種であり、自然界では水中の嫌気層に分布しており、
光をエネルギー源として酸素非発生型光合成を行って生
育し、高度な脱窒機能を有している。この光合成細菌
は、硫黄が関与する紅色硫黄細菌、緑色硫黄細菌と硫黄
が関与しない紅色非硫黄細菌に分類できるが、活性汚泥
菌としてし尿処理に活用される菌種は、嫌気・好気の何
れの環境下でも生育できる紅色非硫黄細菌が特に好まし
く、その代表種としてRhodopseudomonas,Rhodospi−ri
llum,Rhodomicrobium がある。光合成細菌は光合成のも
とで生育するので増殖には光を必要とするが、紅色非硫
黄細菌は好気条件下では光がなくても有機物を酸化して
エネルギーを取得することができるので、従属型栄養細
菌のように生育できる。
[0006] Photosynthetic bacteria are a kind of sulfur bacteria that inhabit the hydrosphere and are distributed in the anaerobic layer in water in nature.
It grows by performing oxygen-free photosynthesis using light as an energy source, and has an advanced denitrification function. This photosynthetic bacterium can be classified into a red sulfur bacterium involving sulfur, a green sulfur bacterium, and a red non-sulfur bacterium not involving sulfur.Bacteria used as activated sludge for human waste treatment are either anaerobic or aerobic. Red non-sulfur bacteria that can grow even under the environment of the present invention are particularly preferable, and typical examples thereof are Rhodopseudomonas and Rhodospi-ri.
llum and Rhodomicrobium. Since photosynthetic bacteria grow under photosynthesis, they need light to grow, but red non-sulfur bacteria can oxidize organic matter and acquire energy under aerobic conditions without light under aerobic conditions. Can grow like heterotrophic bacteria.

【0007】し尿浄化槽にバチルス菌を投与すると、し
尿中に含まれる有機物に即応してバチルス菌が活動する
が、有機物量が多いと極めて速い速度で増殖して高い負
荷量に対応できるようになる。また、し尿浄化槽に光合
成細菌を投与すると、し尿が腐敗する過程で発生するア
ンモニア、硫化水素、メルカプタン、低級脂肪酸などの
悪臭成分を吸収し、分解して除去される。その効果は光
が当たらないよりも、光が当たる方が高いので、浄化槽
に可視光線を照射しながら処理する。
[0007] When Bacillus is administered to a human waste septic tank, the Bacillus is activated immediately in response to the organic matter contained in the night soil, but when the amount of the organic matter is large, the Bacillus grows at a very high speed and can cope with a high load. . Also, when photosynthetic bacteria are administered to the night soil septic tank, malodor components such as ammonia, hydrogen sulfide, mercaptan, and lower fatty acids generated in the process of night soil rot are absorbed, decomposed and removed. Since the effect is higher when light is applied than when light is not applied, treatment is performed while irradiating the septic tank with visible light.

【0008】本発明では、浄化槽にバチルス菌と光合成
細菌を活性汚泥のなかで共棲させることが重要となる。
特に、光合成細菌は従属型栄養細菌と共棲させると、光
合成細菌が分泌するATP 、ADP などの生化学的エネルギ
ー物質の生化学的代謝によって窒素固定や有機物の分解
機能が高まり、その結果、光合成細菌と共棲しているバ
チルス菌も有機物の分解機能が飛躍的に高くなるので、
余剰汚泥の発生量が少なくなる。活性汚泥ではし尿中の
汚物がZoogloeaやEscherichia などのフロック形成細菌
に吸着されることで浄化されるので、汚泥の生成量は汚
物量の30%以上になるが、バチルス菌と光合成細菌が共
棲する活性汚泥では10%以下になる。従って、本発明で
はし尿浄化槽にバチルス菌と光合成細菌を投与して共棲
させることが重要な要件となる。
In the present invention, it is important that Bacillus bacteria and photosynthetic bacteria coexist in the activated sludge in the septic tank.
In particular, when photosynthetic bacteria coexist with heterotrophic bacteria, the functions of nitrogen fixation and decomposition of organic matter are enhanced by the biochemical metabolism of biochemical energy substances such as ATP and ADP secreted by the photosynthetic bacteria. Bacillus bacteria that coexist with
The amount of excess sludge generated is reduced. Activated sludge is purified by the adsorption of sewage in human waste to floc-forming bacteria such as Zoogloea and Escherichia, so the amount of sludge generated is 30% or more of the amount of sewage, but Bacillus and photosynthetic bacteria coexist Activated sludge is less than 10%. Therefore, in the present invention, it is an important requirement that bacillus bacteria and photosynthetic bacteria be administered and coexist in the human waste septic tank.

【0009】[0009]

【発明の実施の形態】次に、本発明の方法を図面に従っ
て説明する。水洗便器1、汚水受槽2、スクリーン3、
し尿浄化槽4、沈殿槽5、給水槽6、貯留槽7から構成
される図1に示すような周知の循環型水洗トイレにおい
て、水洗便器1で受けられる糞尿(リ)はライン15か
ら供給されるし尿の浄化水(へ)によって洗い流され、
ライン16を経て汚水受槽2に送られる。この汚水受槽
2には撤気管26が設置されていて、この汚水受槽2で
はブロワー18からライン19とライン25を介して送
られる空気(ヌ)によってし尿汚水が攪拌され、汚水中
の有機物が加水分解して可溶化する。その可溶化した汚
水曝気液(ハ)をポンプ8で汲み上げ、ライン9を経て
スクリーン3に掛けると、汚水中のチリ紙や脱脂綿など
の固形物がし渣(チ)として除去され、し渣が取り除か
れた汚水はライン17を経て浄化槽4に送られる。
Next, the method of the present invention will be described with reference to the drawings. Flush toilet 1, sewage receiving tank 2, screen 3,
In a well-known circulation type flush toilet as shown in FIG. 1 composed of a human waste purification tank 4, a sedimentation tank 5, a water supply tank 6, and a storage tank 7, manure received in the flush toilet 1 is supplied from a line 15. It is washed away by human waste purified water,
It is sent to the sewage receiving tank 2 via the line 16. In the sewage receiving tank 2, a degassing pipe 26 is installed. In the sewage receiving tank 2, the human wastewater is agitated by air (nu) sent from the blower 18 via the line 19 and the line 25, and organic matter in the wastewater is hydrolyzed. Decompose and solubilize. When the solubilized sewage aerated liquid (c) is pumped by a pump 8 and hanged on a screen 3 via a line 9, solids such as dust paper and absorbent cotton in the sewage are removed as scum (h), and the scum is removed. The removed sewage is sent to the septic tank 4 via the line 17.

【0010】前記したし尿浄化槽4には、し尿汚水を生
物化学的に処理するための散気管27が設置されてお
り、ブロワー18からライン19、ライン23を経て供
給される空気(ヌ)によって攪拌されるが、し尿浄化槽
4で増殖する活性汚泥は、0 .4 〜0 .6 %の固形物濃
度になるよう調整されており、ここで有機物が吸着と酸
化分解によって除去される。この活性汚泥(ニ)を自然
流下でライン10から沈殿槽5に導入すると、比重の重
い活性汚泥が沈降分離して沈殿槽5の底部に溜まる。こ
の沈降汚泥をライン23を経てプロワー18から供給さ
れる空気(ヌ)によりエアーリフト11を作動させて汲
み上げ、ライン32を経てし尿浄化槽4に返送する。こ
の操作によってし尿浄化槽4の活性汚泥が維持させる。
次いで、沈殿槽5から分離した清澄水をライン13を介
して給水槽6に受け入れて貯水し、貯水した浄化水
(へ)を糞尿(リ)の水洗水として利用されるためにポ
ンプ14で揚水し、ライン15から水洗便器1に供給す
る。
The above-mentioned human waste purification tank 4 is provided with an air diffuser 27 for biochemically treating human waste water, and is stirred by air (nu) supplied from the blower 18 through the lines 19 and 23. However, the activated sludge that grows in the human waste septic tank 4 contains 0. 4-0. It is adjusted to a solids concentration of 6%, where organics are removed by adsorption and oxidative decomposition. When this activated sludge (d) is introduced into the sedimentation tank 5 from the line 10 under natural flow, the activated sludge having a high specific gravity is settled and separated and accumulates at the bottom of the sedimentation tank 5. The settled sludge is pumped up by operating the air lift 11 by air (nu) supplied from the prower 18 through the line 23, and returned to the urine purification tank 4 through the line 32. By this operation, the activated sludge in the human waste purification tank 4 is maintained.
Next, the clarified water separated from the sedimentation tank 5 is received in the water supply tank 6 via the line 13 and stored therein, and the purified water stored therein is pumped by the pump 14 to be used as washing water for manure (li). Then, the water is supplied from the line 15 to the flush toilet 1.

【0011】この一連の方法では、し尿浄化槽4に保持
される活性汚泥の浄化機能が重要な役割を果している。
活性汚泥は種々の好気性細菌によって構成されている
が、好気性細菌に与える餌(糞尿中の有機物)の量と、
曝気槽に保持される好気性細菌の菌数、好気性細菌の繁
殖を促すための酸素供給の三要素の平衡を保つことが重
要である。そのために、図1の方法では好気位細菌の餌
として供給されるし尿汚水量を一定に保つために、加水
分解された汚水曝気液(ハ)をポンプ8で浄化槽4へ定
量的に供給している。そして、活性汚泥(ニ)に与える
酸素量が最適になるようバルブ21で空気(ヌ)量を調
整する。また、増量した活性汚泥(ニ)を抜き取るため
に余剰汚泥(ト)を沈殿槽5からライン12を介して貯留
槽7へ取り出す。
In this series of methods, the purification function of the activated sludge held in the night soil purification tank 4 plays an important role.
Activated sludge is composed of various aerobic bacteria, and the amount of food (organic matter in manure) given to the aerobic bacteria,
It is important to balance the number of aerobic bacteria retained in the aeration tank and the three components of oxygen supply to promote the growth of aerobic bacteria. For this purpose, in the method of FIG. 1, in order to keep the amount of sewage sewage supplied as food for aerobic bacteria constant, the hydrolyzed sewage aeration liquid (c) is quantitatively supplied to the purification tank 4 by the pump 8. ing. Then, the amount of air (nu) is adjusted by the valve 21 so that the amount of oxygen given to the activated sludge (d) is optimized. Further, in order to extract the increased amount of activated sludge (d), excess sludge (g) is taken out from the sedimentation tank 5 to the storage tank 7 via the line 12.

【0012】活性汚泥(ニ)の状態が悪いと浄化水の水
質が悪くなり、トイレに悪臭が漂うようになる。また、
余剰汚泥量も多くなる。このような活性汚泥(ニ)の変
調は、糞尿(リ)の量と質の変動によるところが大き
い。特に、糞尿(リ)を加水分解する汚水受槽2では、
加水分解の過程で腐敗菌が繁殖し、アンモニア、硫化水
素、インドール、スカトール、メルカプタン、揮発性ア
ミン、脂肪酸などの臭気成分が産生され、これらが、ト
イレの悪臭の根源になっている。このような循環型水洗
トイレにバチルス菌と光合成細菌を投与すると、これら
の問題が改善される。
If the state of the activated sludge (d) is poor, the quality of the purified water will be poor, and the toilet will have a bad smell. Also,
The amount of excess sludge also increases. Such modulation of activated sludge (d) is largely due to fluctuations in the quantity and quality of manure (li). In particular, in the sewage receiving tank 2 that hydrolyzes manure (li),
In the course of hydrolysis, spoilage bacteria proliferate, producing odor components such as ammonia, hydrogen sulfide, indole, skatole, mercaptan, volatile amines, and fatty acids, which are the source of malodor in toilets. The administration of Bacillus bacteria and photosynthetic bacteria to such a circulating flush toilet improves these problems.

【0013】その方法は、活性汚泥法で処理されている
し尿浄化槽にバチルス菌と光合成細菌を投与するもので
ある。まず、汚水受槽2にバチルス菌(イ)を投与する
と、胞子状態のバチルス菌が汚水受槽2の中で出芽し、
し尿中の有機物を栄養にして増殖する。そのバチルス菌
の増殖速度は栄養となる有機物濃度が高いほど速く、初
めは103 個/ml程度であった菌体数が、BOD 1%を超え
るし尿では約5日間で109 個/mlにも達する。このよう
なバチルス菌の速い増殖によって高BOD のし尿が急速に
浄化されるようになるが、次いで、光合成細菌(ロ)を
汚水受槽2に与えると、バチルス菌が産生する低級脂肪
酸を餌にして光合成細菌(ロ)が増殖し、浄化の過程で
発生する不快な臭気成分を吸着し、分解して除去され
る。このとき、汚水受槽2で増殖したバチルス菌と光合
成細菌は汚水曝気液(ハ)がポンプ8で汲み上げられる
ことによりし尿浄化槽4へ移行するので、活性汚泥
(ニ)の一群となってし尿浄化を継続する。
According to this method, Bacillus bacteria and photosynthetic bacteria are administered to a human waste septic tank treated by the activated sludge method. First, when the bacillus (a) is administered to the sewage receiving tank 2, spores of the bacillus germinate in the sewage receiving tank 2,
It grows with nutrients from the organic matter in night soil. Its growth rate of Bacillus fast higher the concentration of organic substances as a nutrient, initially 10 3 cells / ml approximately a was the bacteria number, a 10 9 cells / ml to about 5 days in human waste more than 1% BOD Also reach. Such a rapid growth of Bacillus bacteria rapidly purifies night soil with a high BOD. Then, when photosynthetic bacteria (B) are fed to the wastewater receiving tank 2, the lower fatty acids produced by Bacillus bacteria are fed. The photosynthetic bacteria (b) grow and adsorb unpleasant odor components generated during the purification process, and are decomposed and removed. At this time, the Bacillus bacteria and the photosynthetic bacteria grown in the sewage receiving tank 2 are transferred to the human waste purification tank 4 by the pumping of the wastewater aeration liquid (c) by the pump 8, so that they become a group of activated sludge (d) and purify the human waste. continue.

【0014】バチルス菌と光合成細菌が共棲する活性汚
泥では、活性汚泥に吸着される有機物の酸化分解速度が
向上するため、余剰汚泥の生成量が少なくなる。また、
バチルス菌と光合成細菌が共棲する活性汚泥では、酸素
の消費量が少なくなる。通常の活佐汚泥法では、し尿浄
化槽4の溶存酸素濃度が3〜5ppmに保たれるよう空気量
を調整するが、バチルス菌と光合成細菌が共棲する活性
汚泥では溶存酸素濃度が1〜2ppm程度で良いので、バル
ブ21を調整して空気量を少なくする。また、光合成細
菌は、可視光線を照射すると良く活動するので、光合成
細菌が生息する汚水受槽2とし尿浄化槽4に電灯28と
電灯29を設置し、電気配線30、31から通電して投
光し、槽内を明るくすると良い。
In activated sludge in which Bacillus bacteria and photosynthetic bacteria coexist, the rate of oxidative decomposition of organic substances adsorbed by activated sludge is improved, and the amount of excess sludge generated is reduced. Also,
Activated sludge in which Bacillus bacteria and photosynthetic bacteria coexist consumes less oxygen. In the ordinary Kisa sludge method, the amount of air is adjusted so that the dissolved oxygen concentration in the human waste septic tank 4 is maintained at 3 to 5 ppm. However, the dissolved oxygen concentration is about 1 to 2 ppm in activated sludge where Bacillus bacteria and photosynthetic bacteria coexist. Therefore, the valve 21 is adjusted to reduce the amount of air. Since the photosynthetic bacterium works well when irradiated with visible light, an electric lamp 28 and an electric light 29 are installed in the sewage receiving tank 2 where the photosynthetic bacterium inhabits and the urine purification tank 4, and electricity is supplied from the electric wirings 30 and 31 to emit light. It is good to brighten the inside of the tank.

【0015】本発明に活用するバチルス菌は、水環境に
適合するグラム陽性好気性芽胞形成細菌種であればどの
ような種類でも良く、その代表種として、Bacillus.Su
btilis(桔草菌)が知られているが、低温で増殖するBa
cillus.globisporus や、高温菌として知られているBa
ci11us.StearothermoPhilusなども活用できる。なお、
し尿浄化槽4に投与するバチルス菌の数量は限定されな
いが、投与したバチルス菌の数量が汚水受槽2で1×10
3 個/ml以上になるよう調整するとより好ましい。
The Bacillus bacterium utilized in the present invention may be any gram-positive aerobic spore-forming bacterium that is compatible with the water environment, and Bacillus. Su
btilis (Kingus fungus) is known, but Ba grows at low temperature.
cillus. globisporus or Ba, known as a thermophilic bacterium
ci11us. StearothermoPhilus can also be used. In addition,
The number of Bacillus bacteria administered to the night soil purification tank 4 is not limited, but the number of Bacillus bacteria administered is 1 × 10 5 in the wastewater receiving tank 2.
It is more preferable to adjust the amount to be 3 particles / ml or more.

【0016】また、本発明に活用する光合成細菌は、前
記したように嫌気牲と好気性の環境下で光合成によって
生息する紅色非硫黄細菌が特に適しており、その代表種
としては、Rhodopseudomonas,Rhodospi-rillum,Rhodom
icrobiumがある。なお、し尿浄化槽に投与する光合成細
菌の数量は限定しないが、投与した菌数が汚水受槽2で
1×103 個/ml以上になるよう調整するとより好まし
い。
As described above, the photosynthetic bacterium utilized in the present invention is particularly suitable for a red non-sulfur bacterium which inhabits by photosynthesis in an anaerobic and aerobic environment as described above. Representative examples thereof include Rhodopseudomonas and Rhodospi. -rillum, Rhodom
There is icrobium. Although the number of photosynthetic bacteria to be administered to the night soil purification tank is not limited, it is more preferable to adjust the number of bacteria to be administered to the wastewater receiving tank 2 to be 1 × 10 3 cells / ml or more.

【0017】光合成細菌は嫌気暗の環境下では増殖しな
いので、光量が少ない浄化槽では従属型栄養細菌の餌に
なって滅菌することがあり、その弊害を無くするために
は補菌する必要がある。その頻度は浄化槽光学的条件に
もよるが、経験的に1カ月に1回程度の頻度となる。
Since photosynthetic bacteria do not grow in an anaerobic dark environment, they may be sterilized by feeding on heterotrophic bacteria in a septic tank with a small amount of light, and must be supplemented to eliminate the adverse effects. . The frequency depends on the optical conditions of the septic tank, but is empirically about once a month.

【0018】[0018]

【実施例】次に、本発明の詳細を実施例に基づいて説明
するが、本発明がこの実施例に限定されるものではない
ことは勿論である。。道路敷設の建設現場に仮設トイレ
として、図1のようなプロセスで構成された約50人の
作業員を対象にした循環型水洗トイレを設営した。この
循環型水洗トイレを、最初は活性汚泥法で操作していた
が、その後、作業員数が約100人に増えたことにより
糞尿量が倍増して浄化機能が低下し、種々の弊害が生じ
るようになった。この弊害は、浄化水の水質劣化と水質
の劣化によってもたらされる臭気の発生と余剰汚泥量が
増大したことなどであった。なお、作業員数が50名で
あった初期の頃は、浄化水の水質がB0D 80〜120pp
m 範囲に保たれていたが、糞尿量が倍増したことでBOD
160〜450ppmになり、その結果、水洗便器から立
ちこめる臭気は、初期の頃がアンモニア2ppm 以下、硫
化水素0 .1 〜0 .2 ppm 、メチルメルカプタン0 .0
2 〜0 .1ppm であったのに対し、アンモニア6〜15pp
m 、硫化水素1〜3ppm 、メチルメルカプタン1〜2pp
m に上昇した。そして、余剰汚泥の汲み取り頻度も、3
カ月に1回であったものが、1カ月に1回の頻度となっ
た。そこで、先のような状況にあった循環型水洗トイレ
の汚水受槽2と、し尿浄化槽4の上部に100Wの電灯
28、29を取り付け、汚水受槽2に受槽容量の約10
00分の1に相当するバチルス菌と光合成細菌を投与
し、電灯28、29で光線を照射しながらし尿処理を継
続したところ、1カ月後には浄化水の水質がBOD 60pp
m 以下となり、水洗便器1から立ちこめる不快臭も、ア
ンモニア0.5ppm以下、硫化水素0.001ppm 以下、メチ
ルメルカプタン0.0002ppm以下になった。そして、余剰
汚泥の汲み取りは6カ月に1回の頻度に減少した。な
お、この実施例において使用したバチルス菌は、堆肥か
ら採取した好熱性バチルス菌Bacillus.Stearothemophi
lus を馴養したものであり、また、光合成細菌は、水田
から採取した紅色非硫黄細菌を純粋培養したもので、菌
種はRhodopseudomonas.capsulata であった。
Next, the details of the present invention will be described with reference to examples, but it goes without saying that the present invention is not limited to these examples. . As a temporary toilet at the construction site of the road laying, a circulating flush toilet for about 50 workers constructed by the process shown in FIG. 1 was set up. This circulation type flush toilet was operated by the activated sludge method at first, but since the number of workers has increased to about 100, the amount of manure has doubled, the purification function has been reduced, and various adverse effects will occur. Became. The adverse effects were, for example, the deterioration of the water quality of the purified water and the generation of odor caused by the deterioration of the water quality, and an increase in the amount of excess sludge. In the early days when the number of workers was 50, the quality of purified water was B0D 80 to 120 pp.
m range, but the BOD
160 to 450 ppm. As a result, the odor coming from the flush toilet is 2 ppm or less of ammonia and 0. Ten . 2 ppm, methyl mercaptan 0. 0
2 to 0. 6 ppm to 15 pp ammonia
m, hydrogen sulfide 1-3 ppm, methyl mercaptan 1-2 pp
m. And the frequency of pumping excess sludge is also 3
What was once a month has become a frequency once a month. In view of the above, the sewage receiving tank 2 of the circulation type flush toilet and the 100W electric lights 28 and 29 are mounted on the upper part of the human waste purification tank 4 in the situation as described above.
Bacillus bacterium and photosynthetic bacterium equivalent to 1/00 were administered, and the urine treatment was continued while irradiating the light with the electric lights 28 and 29. One month later, the water quality of the purified water was 60 pp BOD.
m or less, and the unpleasant odors coming from the flush toilet 1 were also 0.5 ppm or less for ammonia, 0.001 ppm or less for hydrogen sulfide, and 0.0002 ppm or less for methyl mercaptan. And the extraction of excess sludge has been reduced to once every six months. The Bacillus used in this example was thermophilic Bacillus Bacillus. Stearothemophi
lus. The photosynthetic bacterium is a purely cultured red non-sulfur bacterium collected from a paddy field, and the bacterial species is Rhodopseudomonas. capsulata.

【0019】[0019]

【発明の効果】本発明は前記説明から明らかなように、
し尿汚水をし尿浄化槽において好気性生物処理法で処理
し、この浄化したし尿汚水をトイレの水洗水として用い
る循環型水洗トイレにおいて、し尿浄化槽にバチルス菌
と光合成細菌を投与し、可視光線を照射しながら浄化す
るようにしたので、し尿の浄化率を向上させ、悪臭の発
生を防止し、余剰汚泥の生成量を少なくすることがで
き、このため、大量の水洗水を必要とするという水洗ト
イレの最大の問題を克服した循環型水洗トイレの負荷
変動に弱く、浄化機能が悪化すると悪臭が発生した
り、汚泥の汲み取り頻度が多くなるなどの問題点を全
て解決し、し尿浄化水の水質を向上させ、不快な悪臭を
防止でき、余剰汚泥量を削減することができた。従っ
て、本発明は、屋外作業場、工事現場、見本市、博覧会
場、海水浴場、コンサート・イベント会場などに設営さ
れる循環型水洗トイレの設営を発展させる上で効果が極
めて大きいものとなる。
As apparent from the above description, the present invention provides:
The human wastewater is treated by an aerobic biological treatment method in a human wastewater purification tank, and in a circulation type flush toilet using the purified human wastewater as a flushing water for the toilet, Bacillus bacteria and photosynthetic bacteria are administered to the human wastewater purification tank and irradiated with visible light. As it purifies the wastewater, it improves the purification rate of human waste, prevents the generation of offensive odor, and reduces the amount of excess sludge generated. Improves the quality of human waste water by resolving all problems, such as being less susceptible to load fluctuations in recirculating flush toilets that overcome the biggest problems, generating bad odors when the purification function deteriorates, and increasing the frequency of sludge pumping. As a result, an unpleasant odor could be prevented, and the amount of excess sludge could be reduced. Therefore, the present invention is extremely effective in developing a circulating flush toilet set up in an outdoor work place, a construction site, a trade fair, an exposition hall, a beach, a concert / event hall, and the like.

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

【図1】 本発明の1実施態様を示すフローシートであ
る。
FIG. 1 is a flow sheet showing one embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 水洗便器 2 汚水受槽 4 し尿浄化槽 5 沈殿槽 6 給水槽 7 貯留槽 11 エアーリフト 18 ブロワー 26 散気管 27 散気管 28 電灯 29 電灯 イ バナルス菌 口 光合成細菌 ハ 汚水曝気液 ニ 活性汚泥 ホ 沈殿分離液 へ 浄化水 ト 余剰汚泥 チ し尿 リ 糞尿 ヌ 空気 Reference Signs List 1 flush toilet 2 sewage receiving tank 4 human waste purification tank 5 sedimentation tank 6 water supply tank 7 storage tank 11 air lift 18 blower 26 diffuser tube 27 diffuser tube 28 electric light 29 electric lamp ivanarusu bacteria mouth photosynthetic bacteria c sewage aeration liquid d activated sludge sedimentation liquid To purified water G surplus sludge

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 し尿汚水をし尿浄化槽において好気性生
物処理法で処理し、この浄化したし尿汚水をトイレの水
洗水として用いる循環型水洗トイレにおいて、し尿浄化
槽にバチルス菌と光合成細菌を投与し、可視光線を照射
しながら浄化することによってし尿の浄化率を向上さ
せ、悪臭の発生を防止し、余剰汚泥の生成量を少なくす
ることを特徴とする循環型水洗トイレの汚水処理法。
Claims: 1. A circulating flush toilet using human waste soil treated by an aerobic biological treatment method in a human waste septic tank and using the purified human waste water as a toilet flush water, wherein Bacillus bacteria and photosynthetic bacteria are administered to the human waste septic tank; A sewage treatment method for a circulating flush toilet characterized by improving the purification rate of human waste by irradiating with visible light, preventing the generation of offensive odor, and reducing the amount of excess sludge generated.
【請求項2】 し尿浄化槽に投与したバチルス菌を、そ
の菌数が汚水受槽で1×103 個/ml以上になるよう調整
する請求項1に記載の循環型水洗トイレの汚水処理法。
2. The method for treating sewage in a circulating flush toilet according to claim 1, wherein the number of Bacillus bacteria administered to the human waste septic tank is adjusted to 1 × 10 3 / ml or more in the sewage receiving tank.
【請求項3】 し尿浄化槽に投与する光合成細菌を、紅
色非硫黄細菌とする請求項1または2に記載の循環型水
洗トイレの汚水処理法。紅色非硫黄細菌
3. The method according to claim 1, wherein the photosynthetic bacterium to be administered to the human septic tank is a red non-sulfur bacterium. Red non-sulfur bacteria
【請求項4】 し尿浄化槽に投与した光合成細菌を、そ
の菌数が汚水受槽で1×103 個/ml以上になるよう調整
する請求項1または2または3に記載の循環型水洗トイ
レの汚水処理法。
4. The sewage of a circulating flush toilet according to claim 1 or 2, wherein the number of photosynthetic bacteria administered to the night soil septic tank is adjusted to 1 × 10 3 / ml or more in the sewage receiving tank. Processing method.
JP2001038721A 2001-02-15 2001-02-15 Method for treating sewage of circulating flash toilet Pending JP2002239591A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001038721A JP2002239591A (en) 2001-02-15 2001-02-15 Method for treating sewage of circulating flash toilet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001038721A JP2002239591A (en) 2001-02-15 2001-02-15 Method for treating sewage of circulating flash toilet

Publications (1)

Publication Number Publication Date
JP2002239591A true JP2002239591A (en) 2002-08-27

Family

ID=18901643

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001038721A Pending JP2002239591A (en) 2001-02-15 2001-02-15 Method for treating sewage of circulating flash toilet

Country Status (1)

Country Link
JP (1) JP2002239591A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100519736C (en) * 2004-04-21 2009-07-29 中国科学院广州地球化学研究所 Process for preparing immobilization compound microorganism preparation for controlling secondary pollution of river channel bed mud
WO2012117490A1 (en) * 2011-02-28 2012-09-07 Katayose Shigeru Primary treatment method in household septic tank
JP2021109154A (en) * 2020-01-14 2021-08-02 株式会社クリーン・アース・バイオ Water treatment additive and water treatment system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100519736C (en) * 2004-04-21 2009-07-29 中国科学院广州地球化学研究所 Process for preparing immobilization compound microorganism preparation for controlling secondary pollution of river channel bed mud
WO2012117490A1 (en) * 2011-02-28 2012-09-07 Katayose Shigeru Primary treatment method in household septic tank
JP2021109154A (en) * 2020-01-14 2021-08-02 株式会社クリーン・アース・バイオ Water treatment additive and water treatment system

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