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JP4388147B2 - Wastewater treatment method - Google Patents
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JP4388147B2 - Wastewater treatment method - Google Patents

Wastewater treatment method Download PDF

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JP4388147B2
JP4388147B2 JP30038798A JP30038798A JP4388147B2 JP 4388147 B2 JP4388147 B2 JP 4388147B2 JP 30038798 A JP30038798 A JP 30038798A JP 30038798 A JP30038798 A JP 30038798A JP 4388147 B2 JP4388147 B2 JP 4388147B2
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Prior art keywords
wastewater
horsetail
extract
sludge
saponin
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JP2000093989A (en
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宗孝 石川
榮一 田代
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • 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

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  • Treatment Of Biological Wastes In General (AREA)
  • Activated Sludge Processes (AREA)

Description

【0001】
【産業上の利用分野】
本発明は、排水を生物化学的に処理する方法の改良に係り、殊に処理の迅速化と発生する汚泥の減少及び沈降性を良好にするものに関する。
【0002】
【従来の技術】
浄化微生物の生活反応を利用した生物学的処理は、現在排水処理の主流をなしている。中でも、活性汚泥法は大量の排水を比較的短時日で処理でき、またプロセスの制御・管理についても研究が進んできてコントロールが比較的容易になってきているため広く普及している。
【0003】
しかし、生物学的処理はあくまでも微生物の酵素作用によって有機物を分解するものであるため、2つの面で一定の限界がある。この限界の一つは、排水量自体或いは排水中の有機物濃度が装置の処理能力をオーバーするいわゆる量の限界である。他の一つは、微生物で分解しがたい難分解物質の存在、いわゆる質の限界である。
【0004】
前者に対しては、装置の容量を増やせば問題は解決する。しかし、工場排水に関しては敷地が限られており処理装置の大型化は難しい。そこで、接触曝気法や高速酸化法など高濃度の有機排水を効率よく処理する方法も提案されているが、設備費が高く付くとか、改良工事中の排水の処理問題などの難点がある。一方後者の場合、即ち砂糖やデンプンなどの難分解高分子や、人工の化学物質(例えば石油製品、無機化合物、合成高分子など)など、微生物での分解が困難な難分解物質或いは毒性物質を含む排水の場合、多くは排水を希釈したり時間をかけて処理するか、微生物を馴致させて次第に処理能力を高めるなどの方法がとられている。この場合も、結局は処理量の問題に帰結する。
【0005】
ところで、活性汚泥法による排水処理の基本的パターンは、流入排水を調整槽(又は最初沈澱地)に受入て時間的な水量調整や濃度調整を行い、これを曝気槽に送りここで溶存酸素(曝気による)の存在のもと基質(BOD成分)と異種固体群の微生物により構成されたフロックとを充分に接触させてBOD成分を好気的に酸化・分解し、次いで沈澱槽(或いは最終沈澱地)で微生物フロック即ち活性汚泥と浄化水を分離し、分離上層水は処理水として生物反応系から外部に取り出す一方、濃縮活性汚泥は必要な微生物濃度を維持するために曝気槽に返送され、一部は余剰汚泥として引き抜いて系外に取り出すものである。
【0006】
装置の処理能力と排水中のBOD成分濃度等のバランスがとれていれば、上記の処理は順調に行われる。しかし、何等かの原因例えばBOD濃度やその成分変化、排水量の増大、毒物の流入等により一旦バランスが崩れると、分解処理が充分に行われずに処理水中のBOD成分やCOD成分などが増えるとか、汚泥流出(キャリーオーバー)の問題が生じる。汚泥流出に対処するために、無機系(パック等)や高分子系の凝集剤を投入することも一部行われている。しかし、凝集剤を投入すると返送汚泥中に凝集剤が混入し、これが微生物の発育を阻害するため生物処理はますます不十分になり、悪循環に陥る。
【0007】
本発明者は、この問題に対処するために鋭意研究した結果、植物から抽出したサポニン含有剤を排水中に投入する技術を開発した(特公昭63−65396号)。即ち、シャボンの木から抽出した液(キラヤサポニンを4%含有)を排水に対して数ppm 添加すると、微生物特に排水処理に好適な微生物群の増加と溶存酸素の増大が見られ、発生汚泥(MLSS)が減少し処理水質が安定するとともに、SV値(汚泥の沈降度)が良好になって殆どの場合において汚泥流出が防止された。これは、サポニンが微生物の活性剤となるとともに、溶存酸素を増加させる働きを有していることによると思われる。特に後者の場合、投入前の曝気量では過曝気になるほどである。尚、シャボンの木から抽出した液の好ましい使用量は、0.5〜5ppm (油分が多い排水では10ppm 程度が好ましい)とされている。
【0008】
【発明が解決しようとする課題】
ところが、一部ではあるがキラヤサポニン含有剤を投入しても汚泥の沈降が悪くて汚泥流出を防げない場合がある。火薬工場、塗料工場、界面活性剤工場などにおけるケミカル排水、砂糖やデンプンを含む排水などである。そこで本発明者は曝気槽に磁石を設置したり、キトサンやクリストバル石粉末等の水処理に良いと言われている物質を補助剤として投入してみた。これらは一部には効果があるが、ケミカル排水に対しては無力であった。ただ、キラヤサポニン含有剤を通常の5〜10倍も投入すると汚泥の沈降は幾分改良されたが、コストがかかり好ましくない。
【0009】
【課題を解決するための手段】
そこで本発明者は、同じくサポニンを含有する種々な植物の抽出物が活性汚泥の沈降状態にどのような影響があるかについて更に研究を続けた結果、スギナの抽出液が極めて良好な沈降性を示すことが判明して本発明を完成させたものである。
【0010】
サポニンとは、植物体に含有される配糖体の一種で、セッケンのように著しくアワ立つコロイド水溶液を作るものの総称であり、多くの植物から見出されている。前記したキラヤサポニンは、南米のチリー、ボリビア、ペルー等に自生するシャボンの木(学名:Quilaia saponaria Mol.バラ科)に含まれるものであるが、スギナにもある種のサポニンが含まれている。本発明者がスギナに注目したのは、ありふれた植物でその大量採取が容易であること、及び蛋白質(酵素)や珪酸その他のミネラルを豊富に含むことによる。
【0011】
スギナは、トクサ科の夏緑性シダの一種の栄養茎(土筆はその胞子茎)であり、各地の原野や道端に普通に見られるありふれた植物であり、又ずば抜けた繁殖力を示す。このスギナは、3〜16%(対乾物、重量%)の珪酸(無水珪酸、SiO2 )の他、エキセトニン(サポニンの一種)、エキセチン(アルカロイドの一種)、フラノボイド、ビタミンC、脂肪、フィトステリンを含み、煎じて民間薬として広く利用されている。
【0012】
本発明では、スギナをアルコールと水の混合溶媒で加熱抽出した抽出液を使用した。このスギナ抽出液(全量中、アルコール9.8%、水約62%)には、スギナサポニン(エキセトニン)が約0.5%(天然サポニンとして約1%)、粗蛋白1.3%、糖分が4.1%、灰分が4.3%含まれている。また、スギナを煮出したスギナエキスには、約2%の灰分、他の成分も抽出液の約半分が含まれている。但し、スギナ抽出液やスギナエキス中にはSiO2 は殆ど含まれていない。スギナの場合、サポニンや糖分の含有率はシャボンの木に比べて低いが、粗蛋白は同等以上含まれている。そして、スギナの抽出液は、シャボンの木の抽出液に比べて同等以上の消化促進効果と汚泥沈降効果を示した。尚、スギナを粉砕したものを抽出液の代わりに用いたところ、より一層の効果がみられた。勿論、スギナ抽出液とキラヤサポニン含有物との併用も、キラヤサポニン含有物単独よりも優れた効果を示した。
【0013】
本発明が適用できる排水処理法は、標準的な活性汚泥法の他に、接触酸化法、脱膣活性汚泥法その他の変形或いは改良型の活性汚泥法を含む。活性汚泥法に限らず、他の生物学的水処理法、例えば撒水ろ床法においても同様に沈澱槽で汚泥と処理水とを分離するので適用できる。また、排水とは生活排水、工業排水等を含む被処理水すべてを言う。
【0014】
【実施例】
(実施例 1)
次に、本発明を実験結果を基にしてに説明する。汚泥の沈降が不良で汚泥流出のトラブルを起こしているケミカル排水(火薬製造工場排水)を採取し、これを3本の2リットルメスシリンダーに各1リットルずつ入れた。このケミカル排水には、2ppm のサポニン含有剤(キラヤサポニンを4%含有する液状剤)が混入されていが、汚泥の沈降が極めて悪かったものである。
【0015】
各メスシリンダーの内の1本には▲1▼何も加えず、他の2本には、それぞれ▲2▼8ppm のサポニン含有剤、▲3▼前記したスギナ抽出液8ppm をそれぞれ追加して、下記の回分式実験を行った。エアレーション条件は、ORPメーターで測定して180で行った。これは過曝気状態である(通常は130〜150)。そして、30分、60分、90分、120分、150分、180分経過後の各液の沈降状態を観察して、SV値を求めた。その結果、▲1▼では当所殆ど変化は無く、180分経過後でも約10%の減少に止まった。しかし、▲2▼の場合は約50%、▲3▼の場合には、約70%も減少した。同じく、スギナ粉末を100mg/L追加したものと1000mg/L追加したものについて、同様の実験をおこなったところ、SV値が50%及び75%減少した。
【0016】
(実施例 2)
次に、スギナエキスを用いた場合について説明する。図1は、実験装置の流系図であり、スギナエキスを用いたA槽と、用いないB槽の2系統を準備した。そして各系統とも、BODがおよそ200mg/lの人工下水を、BOD容積負荷がほぼ10日毎に0.6、0.8、1.0、0.4kg/m3 dayになるように流入量を調節することにより変化させて運転した。スギナエキスは、人工下水に対して、20ppm になるように調節した。本実施例では、汚泥の返送率を40%、曝気量を3.0リットル/分(5分間隔の簡潔曝気)で運転した。
【0017】
その結果、図2、図3に示すように、スギナエキスを添加したものは、発生汚泥量が少ない結果となった。即ち、両槽の一日当たりの汚泥増加量は、A槽が1.14gであったのに対し、B槽では1.91gになった。即ち、汚泥転換率が約1.5倍少なく、また沈降性も優れていた。スギナエキスは、スギナ抽出液の約半分の有効成分を含む。そして、サポニンに着目すると、スギナ抽出液はシャボンの木の抽出液の約1/4となるので、スギナ抽出液の添加量は、2〜20ppm (40ppm )と言うことになる。ただ、沈降性は、サポニン以外の成分に起因するとも思われる。
【0018】
(実施例 3)
2個の有効容量4リットルの反応槽を恒温槽内に設置し、各反応槽に人工下水1リットルと水道水1リットルを入れ、その一方に乾燥したスギナ10gを浸漬した状態で吊るした(BOD容積負荷:0.5kg/m3 day)。曝気は、毎分1リットルで行なった。その結果、図4に示すように、スギナを浸漬した方のMLSSは、用いない場合よりも少なかった。また、曝気停止後30分経過した時点でのSV、及びSVIは、図5、図6に示すようにスギナを使用した方が値が低かった。
【0019】
スギナを浸漬したのは、汚泥量に影響を与えるのを防ぐためである。実際は、排水中にスギナ粉末を添加する方法が取られる。この場合の添加量は、100mg/L〜2500mg/L程度である。
【0020】
【発明の効果】
以上述べたように、本発明の排水処理方法は排水を生物化学的に処理する工程において、その工程中にスギナやスギナエキス或いはその抽出液を添加するものである。その結果、発生汚泥量の減少による汚泥廃棄コストの低減、SV値の低下による安定した処理が可能となった。また、ケミカル排水のように難処理の排水でも迅速に生物処理できるなど、種々優れた効果を奏するものである。
【図面の簡単な説明】
【図1】実験装置の流系図である。
【図2】スギナエキスを使用した場合の、累積引き抜き汚泥量の経日変化を示すグラフである。
【図3】スギナエキスを使用した場合の、累積除去BOD量を示すグラフである。
【図4】スギナを使用した場合の、MLSSの経日変化を示すグラフである。
【図5】スギナを使用した場合の、SVの経日変化を示すグラフである。
【図6】スギナを使用した場合の、SVIの経日変化を示すグラフである。
[0001]
[Industrial application fields]
The present invention relates to an improvement in a method for biochemically treating wastewater, and more particularly to a method for improving the speed of treatment, reducing sludge generated, and improving sedimentation.
[0002]
[Prior art]
Biological treatment using the living reaction of purified microorganisms is currently the mainstream of wastewater treatment. Among them, the activated sludge method is widely used because it can process a large amount of wastewater in a relatively short time, and the control and management of the process has been advanced and the control has become relatively easy.
[0003]
However, since the biological treatment is only for decomposing organic substances by the enzymatic action of microorganisms, there are certain limitations in two aspects. One of the limits is the so-called limit of the amount of wastewater itself or the concentration of organic matter in the wastewater exceeds the processing capacity of the apparatus. The other is the presence of a material that is difficult to decompose by microorganisms, the so-called quality limit.
[0004]
For the former, the problem can be solved by increasing the capacity of the device. However, the site for factory wastewater is limited and it is difficult to increase the size of the processing equipment. Thus, methods for efficiently treating high-concentration organic wastewater, such as contact aeration and high-speed oxidation, have been proposed, but there are problems such as high equipment costs and wastewater treatment problems during improvement work. On the other hand, in the latter case, that is, difficult-to-decompose substances or toxic substances that are difficult to be decomposed by microorganisms, such as difficult-to-decompose polymers such as sugar and starch, and artificial chemical substances (eg petroleum products, inorganic compounds, synthetic polymers). In the case of wastewater containing, in many cases, the wastewater is diluted or treated over time, or the treatment capacity is gradually increased by adapting microorganisms. This also results in a throughput problem.
[0005]
By the way, the basic pattern of wastewater treatment by the activated sludge method is to receive the influent wastewater into the adjustment tank (or first sedimentation area), adjust the water volume and the concentration of the water in time, and send this to the aeration tank where dissolved oxygen ( In the presence of aeration), the substrate (BOD component) and flocs composed of microorganisms of different solid groups are brought into sufficient contact to aerobically oxidize and decompose the BOD component, and then the precipitation tank (or final precipitate) The microbial flocs, that is, activated sludge and purified water are separated in the ground), and the separated upper layer water is taken out from the biological reaction system as treated water, while the concentrated activated sludge is returned to the aeration tank to maintain the necessary microbial concentration, Some are extracted as excess sludge and removed from the system.
[0006]
If the processing capacity of the apparatus and the BOD component concentration in the wastewater are balanced, the above processing is performed smoothly. However, once the balance is lost due to some cause such as BOD concentration or change in its components, increase in drainage, inflow of toxic substances, etc., the decomposition process is not performed sufficiently and the BOD and COD components in the treated water increase. The problem of sludge outflow (carry over) occurs. In order to deal with sludge spills, some inorganic (packs, etc.) and polymer flocculants have been introduced. However, when the flocculant is added, the flocculant is mixed in the returned sludge, which inhibits the growth of microorganisms, and therefore biological treatment becomes increasingly insufficient, resulting in a vicious circle.
[0007]
As a result of diligent research to cope with this problem, the present inventor has developed a technique for introducing a saponin-containing agent extracted from a plant into wastewater (Japanese Patent Publication No. 63-65396). In other words, when several ppm of a liquid extracted from soap tree (containing 4% kiraya saponin) is added to the wastewater, an increase in the number of microorganisms, particularly microorganisms suitable for wastewater treatment, and an increase in dissolved oxygen are observed. MLSS) was reduced and the quality of the treated water was stabilized, and the SV value (sludge sedimentation level) was improved, and in most cases sludge outflow was prevented. This is considered to be because saponin has a function of increasing dissolved oxygen as well as an activator of microorganisms. Especially in the latter case, the amount of aeration before charging is excessive. The preferred amount of liquid extracted from the soap tree is 0.5 to 5 ppm (about 10 ppm is preferable for wastewater with a high oil content).
[0008]
[Problems to be solved by the invention]
However, there is a case where sludge sedimentation is poor and sludge spillage cannot be prevented even if a kirayasaponin-containing agent is added. Chemical wastewater in explosives factories, paint factories, surfactant factories, etc., and wastewater containing sugar and starch. Therefore, the inventor tried to install a magnet in the aeration tank or introduce a substance that is said to be good for water treatment such as chitosan or cristobalite powder as an auxiliary agent. These were partially effective, but were ineffective against chemical wastewater. However, if the Kirayasaponin-containing agent is added 5 to 10 times the usual amount, the sedimentation of the sludge is somewhat improved, but it is not preferable because of cost.
[0009]
[Means for Solving the Problems]
Therefore, as a result of further research on how various plant extracts that also contain saponin have an effect on the sedimentation state of activated sludge, the extract of horsetail has an extremely good sedimentation property. It has been found that the present invention has been completed.
[0010]
Saponin is a kind of glycoside contained in a plant body, and is a general term for a colloidal solution that produces a remarkably abalone like soap, and has been found in many plants. The above-mentioned Kiraya saponin is contained in a soap tree (scientific name: Quilaia saponaria Mol. Rosaceae) that grows naturally in Chilly, Bolivia, Peru, etc. in South America, but some saponins are also found in Sugina. . The inventor paid attention to horsetail, because it is a common plant that can be easily collected in large quantities, and is rich in proteins (enzymes), silicic acid and other minerals.
[0011]
Horsetail is a kind of vegetative stem (the spore stem is the spore stem) of summer green ferns of the family Crestaceae, and is a common plant commonly found in wilderness and roadsides in various regions, and exhibits an excellent fertility. The horsetail is 3-16% (vs. dry matter, weight%) of silicate (silicic anhydride, SiO 2) other, Ekisetonin (a kind of saponins), Ekisechin (a kind of alkaloid), Furanoboido, vitamin C, fat, phytosterins It is widely used as a folk medicine.
[0012]
In this invention, the extract which heat-extracted horsetail with the mixed solvent of alcohol and water was used. This cedar extract (9.8% alcohol, about 62% water in the total amount) is about 0.5% cereal saponin (exetonin) (about 1% as natural saponin), 1.3% crude protein, sugar content Is 4.1% and ash is 4.3%. In addition, the cedar extract boiled cedar contains about 2% ash and about half of the extract of other components. However, SiO 2 is not included little in horsetail extract and horsetail in the extract. In the case of horsetail, the content of saponin and sugar is lower than that of the soap tree, but the crude protein is contained in the same amount or more. The extract of horsetail showed the same or better digestion promoting effect and sludge sedimentation effect than the soap tree extract. Further, when cedar pulverized powder was used instead of the extract, a further effect was observed. Of course, the combined use of the horsetail extract and the quillaja saponin-containing material also showed an effect superior to that of the quillaja saponin-containing material alone.
[0013]
The wastewater treatment method to which the present invention can be applied includes, in addition to the standard activated sludge method, a contact oxidation method, a vagina activated sludge method, and other modified or improved activated sludge methods. Not only the activated sludge method but also other biological water treatment methods, such as the flooded filter bed method, can be applied because the sludge and treated water are separated in the sedimentation tank. The drainage refers to all treated water including domestic wastewater and industrial wastewater.
[0014]
【Example】
(Example 1)
Next, the present invention will be described based on experimental results. Chemical wastewater (powder production plant wastewater) that caused sludge outflow trouble due to sludge sedimentation was collected, and 1 liter of each was placed in three 2-liter graduated cylinders. This chemical wastewater is mixed with a 2 ppm saponin-containing agent (a liquid agent containing 4% kiraya saponin), but sludge sedimentation was extremely poor.
[0015]
Add 1 to each of the graduated cylinders, and add 2 to the other 2 with 8 ppm saponin-containing agent and 3) 8 ppm sugina extract, respectively. The following batch experiment was conducted. The aeration condition was 180 measured with an ORP meter. This is an over-aerated condition (usually 130-150). And the SV value was calculated | required by observing the sedimentation state of each liquid after progress for 30 minutes, 60 minutes, 90 minutes, 120 minutes, 150 minutes, and 180 minutes. As a result, in (1), there was almost no change at this place, and the decrease was only about 10% even after 180 minutes. However, it decreased by about 50% in the case of (2) and about 70% in the case of (3). Similarly, when the same experiment was carried out for those obtained by adding 100 mg / L of horsetail powder and those obtained by adding 1000 mg / L, the SV value decreased by 50% and 75%.
[0016]
(Example 2)
Next, the case where a horsetail extract is used will be described. FIG. 1 is a flow diagram of the experimental apparatus, and two systems were prepared: a tank A using a horsetail extract and a tank B not used. For each system, artificial sewage with a BOD of about 200 mg / l is used, and the inflow rate is adjusted so that the BOD volumetric load becomes 0.6, 0.8, 1.0, and 0.4 kg / m 3 day every 10 days. It was changed and operated by adjusting. The horsetail extract was adjusted to 20 ppm with respect to artificial sewage. In this example, operation was performed at a sludge return rate of 40% and an aeration rate of 3.0 liters / minute (simple aeration at 5-minute intervals).
[0017]
As a result, as shown in FIG. 2 and FIG. 3, the addition of the horsetail extract resulted in a small amount of generated sludge. That is, the increase in the amount of sludge per day in both tanks was 1.14 g in tank B, compared with 1.14 g in tank A. That is, the sludge conversion rate was about 1.5 times less and the sedimentation property was excellent. Horsetail extract contains about half the active ingredients of Horsetail extract. When attention is paid to saponin, the extract of cedar is about ¼ of the extract of soap tree, so the added amount of sugina extract is 2 to 20 ppm (40 ppm). However, the sedimentation may be caused by components other than saponins.
[0018]
(Example 3)
Two reaction tanks with an effective capacity of 4 liters were installed in a thermostatic bath, and 1 liter of artificial sewage and 1 liter of tap water were put in each reaction tank, and 10 g of dried horsetail was immersed in one of them (BOD). (Volume load: 0.5 kg / m 3 day). Aeration was performed at 1 liter per minute. As a result, as shown in FIG. 4, the MLSS in which the horsetail was immersed was less than that in the case where it was not used. In addition, SV and SVI at the time when 30 minutes had passed after aeration stop were lower when using horsetail as shown in FIGS.
[0019]
The reason why the horsetail is soaked is to prevent the amount of sludge from being affected. Actually, a method of adding horsetail powder to the waste water is taken. The addition amount in this case is about 100 mg / L to 2500 mg / L.
[0020]
【The invention's effect】
As described above, the wastewater treatment method of the present invention is to add horsetail, horsetail extract or an extract thereof during the process of biochemically treating wastewater. As a result, it became possible to reduce the sludge disposal cost by reducing the amount of generated sludge and to perform stable treatment by reducing the SV value. In addition, various excellent effects can be achieved such that biological wastewater can be quickly treated even with difficultly treated wastewater such as chemical wastewater.
[Brief description of the drawings]
FIG. 1 is a flow diagram of an experimental apparatus.
FIG. 2 is a graph showing changes over time in the amount of accumulated extracted sludge when using a horsetail extract.
FIG. 3 is a graph showing the cumulative removed BOD amount when a horsetail extract is used.
FIG. 4 is a graph showing changes in MLSS over time when horsetail is used.
FIG. 5 is a graph showing the daily change of SV when horsetail is used.
FIG. 6 is a graph showing daily changes in SVI when horsetail is used.

Claims (3)

火薬工場、塗料工場、若しくは、界面活性剤工場におけるケミカル排水、又は、砂糖若しくは、デンプンを含む排水を、活性汚泥法、又は、撒水ろ床法で処理する場合に、排水中にスギナの粉末、又は、スギナサポニンを含有するスギナ抽出物を添加して汚泥の減少と沈降を促進することを特徴とする排水処理方法。 When wastewater containing chemical or wastewater containing sugar or starch in an explosives factory, paint factory, or surfactant factory is treated by the activated sludge method or the submerged filter bed method , cedar powder in the wastewater, Or the wastewater treatment method characterized by adding the horsetail extract containing a horsetail saponin and promoting the reduction | decrease and sedimentation of sludge. スギナサポニンを0.5%含むスギナ抽出物を2〜20ppm 、又はスギナ粉末を100mg/L〜2500mg/Lの濃度で排水中に添加するものである、請求項1記載の排水処理方法。The wastewater treatment method according to claim 1, wherein 2 to 20 ppm of cedar extract containing 0.5% of cedar saponin is added to the effluent at a concentration of 100 mg / L to 2500 mg / L. スギナの粉末或いはスギナサポニンを含有するスギナ抽出物とともに、キラヤサポニンを含有するシャボンの木の抽出液を添加するものである、請求項1記載の排水処理方法。The wastewater treatment method according to claim 1, wherein the extract of a soap tree containing Quillaja saponin is added together with a cedar powder or a cedar extract containing cedar saponin .
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