JPH0538498A - Deodorizing and purifying method for sewage by humus - Google Patents

Deodorizing and purifying method for sewage by humus

Info

Publication number
JPH0538498A
JPH0538498A JP3218031A JP21803191A JPH0538498A JP H0538498 A JPH0538498 A JP H0538498A JP 3218031 A JP3218031 A JP 3218031A JP 21803191 A JP21803191 A JP 21803191A JP H0538498 A JPH0538498 A JP H0538498A
Authority
JP
Japan
Prior art keywords
humus
sewage
iron
sludge
added
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.)
Granted
Application number
JP3218031A
Other languages
Japanese (ja)
Other versions
JP2926126B2 (en
Inventor
Yusuke Ishida
有甫 石田
Kunitake Suzuki
邦威 鈴木
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.)
ENZAIMU KK
Ebara Jitsugyo Co Ltd
Original Assignee
ENZAIMU KK
Ebara Jitsugyo Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ENZAIMU KK, Ebara Jitsugyo Co Ltd filed Critical ENZAIMU KK
Priority to JP3218031A priority Critical patent/JP2926126B2/en
Publication of JPH0538498A publication Critical patent/JPH0538498A/en
Application granted granted Critical
Publication of JP2926126B2 publication Critical patent/JP2926126B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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

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

Abstract

PURPOSE:To prevent generation of odor in the case of treating drainage such as sewage and excretion by activated sludge. CONSTITUTION:The mixed powder of humus and iron salt is obtained by mixing bivalent iron salt such as ferrous sulfate with ENZAIMU humus powder at an equal amount. This mixed powder of humus and iron salt is added to sanitary drain such as sewage and excretion at the rate of at least one-ten thousandth of the amount of sanitary drain. Further the solution of humus and iron complex is obtained by dissolving bivalent iron salt such as ferrous sulfate of 30% into 30% aqueous extract of ENZAIMU humus powder. This solution of humus and iron complex is added to the said sanitary drain at the rate of at least three-ten thousandths and thereafter this mixture is agitated by passing air at about 0.3m<3> per minute. Further hydrogen peroxide water is poured to the sanitary drain at the rate of at least one-ten thousandth and this mixture is violently agitated for one minute or above. Thereby odor is oxidized and decomposed.

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、エンザイム腐植粉体
を、生物または当該***物を由来とする汚水の活性汚泥
処理における汚水の濃度調整および汚泥調質時に使用し
て脱臭および浄化する方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for deodorizing and purifying an enzyme humus powder by adjusting the concentration of sewage in activated sludge treatment of sewage derived from organisms or excrements and at the time of sludge conditioning. It is a thing.

【0002】[0002]

【従来の技術】従来から継続して発達してきた活性汚泥
法の技術の進歩においても、臭気の発生については防ぎ
ようがなく、汚水の濃度調整に於ける濾過膜技術も普及
に時間を必要とし、濃縮槽に於ける汚泥の質の向上につ
いては現状維持の状態にある。一部に、古代微生物や通
性嫌気性菌に代謝産物を作らせ、これを脱臭や汚水の浄
化に使用する例が見られるが、代謝産物の含有量等が安
定しない等の問題が多い。 また、フルボ酸を含む土壌
等をペレットとして、これに汚水や汚泥を接触させて脱
臭や浄化を行う例もあるが、溶出量や質が一定せず、処
理水の水質安定に必要な返送汚泥の生成にも長期間かか
り、不特定要因が多すぎる等の問題点があった。
2. Description of the Related Art Even with the technical progress of the activated sludge method which has been continuously developed, it is unavoidable to prevent the generation of odors, and it takes time for the filter membrane technology for adjusting the concentration of wastewater to spread. As for the improvement of sludge quality in the concentration tank, the current status is maintained. There are some cases in which ancient microorganisms and facultative anaerobic bacteria are made to produce metabolites and used for deodorization and purification of sewage. However, there are many problems such as unstable metabolite content. There is also an example in which soil containing fulvic acid is made into pellets, and sewage or sludge is contacted with this to deodorize or purify, but the amount and quality of elution is not constant, and the return sludge necessary for stabilizing the quality of the treated water is It also took a long time to generate, and there were problems such as too many unspecified factors.

【0003】[0003]

【発明が解決しようとする課題】使用する微生物群を増
殖することができる環境に、汚水を近づけるための手段
として、従来は水で稀釈して微生物群の浸透圧に合わせ
ていたが、本発明は、エンザイム腐植の特性を生かし、
酸化と縮合によって汚水有機物を減少させると同時に脱
臭も行って工程が増えるのを防止することを課題とす
る。また本発明は、汚泥濃縮槽以外に、エンザイム腐植
のもう1つの特性である生物活性による関連微生物群の
活性化と、これに伴って進行する汚泥の質的向上を同時
に行うことを課題とする。
As a means for bringing sewage closer to the environment in which the microorganism group used can be grown, it was conventionally diluted with water to adjust to the osmotic pressure of the microorganism group. Makes use of the characteristics of enzyme humus,
It is an object to reduce sewage organic matter by oxidation and condensation, and at the same time, to deodorize and prevent an increase in the number of processes. In addition to the sludge thickening tank, another object of the present invention is to simultaneously activate the related microorganism group due to the biological activity which is another characteristic of the enzyme humus, and simultaneously improve the quality of the sludge that proceeds with it. ..

【0004】[0004]

【課題を解決するための手段】本発明の腐植による汚水
の脱臭および浄化法は、エンザイム腐植中に10%以上
含有する有機物複合体(分析上の分類ではフルボ酸に該
当する)鉄錯体と除鉄物がもつ特性を汚水有機物に対し
て発揮させるものである。
The method for deodorizing and purifying sewage by humus according to the present invention is to remove an organic substance complex (corresponding to fulvic acid in the analytical classification) iron complex contained in an enzyme humus in an amount of 10% or more. The characteristics of iron materials are exerted on sewage organic matter.

【0005】汚水の濃度調整時における有機物複合体鉄
錯体の汚水有機物に対する作用は、両者の間に起きる縮
合(以下、異種間縮合という)、ならびに、その際発生
する過酸化水素と有機物複合体鉄錯体または余剰の2価
の鉄イオンとの間で生ずる活性酸素(ヒドロキシルラジ
カル等)によるものである。
When the concentration of sewage is adjusted, the action of the iron complex of the organic matter complex on the organic matter of the sewage is caused by condensation between the two (hereinafter referred to as "condensation between different species"), and the hydrogen peroxide and the organic matter complex iron generated at that time. This is due to active oxygen (hydroxyl radicals and the like) generated between the complex or excess divalent iron ion.

【0006】異種間縮合では汚水中の蛋白質、アミノ
酸、有機酸および糖類と高分子有機物複合体鉄錯体(分
子量2000以上の有機物複合体)とで縮合物を作り、
各縮合物が縮合して懸濁粒子を経て沈降性固形物とな
る。
In the heterogeneous condensation, a condensate is formed from a protein, an amino acid, an organic acid and a saccharide in wastewater and a high molecular weight organic complex iron complex (organic complex having a molecular weight of 2000 or more).
Each condensate is condensed to become a sedimentable solid substance through the suspended particles.

【0007】また、余剰の鉄イオンと共に硫化物で不活
性化された酸化酵素類を活性化させ、酸素や過酸化水素
を発生させ、次いで活性酸素を生成する。一方、SH基
酵素(ウレアーゼ等)を活性酸素とともに不活性化させ
て、アンモニア等の臭気の発生を根絶する。
[0007] Also, oxidases inactivated by sulfides are activated together with excess iron ions to generate oxygen and hydrogen peroxide, and then active oxygen is generated. On the other hand, SH group enzymes (urease, etc.) are inactivated together with active oxygen to eliminate the generation of odors such as ammonia.

【0008】発生している臭気のうち、酸化され易い硫
化水素、アンモニア、メチルメルカプタン、硫化メチル
等は酸化分解または高分子化して不揮発性となって脱臭
され、酸化され難いノルマル酪酸、イソ吉草酸、ノルマ
ルプロピオン酸等の各種有機酸、ジメチルサルファイド
等の高分子中性臭気は、縮合物として沈降性固形物また
は糖類を多く結合させたため液状の巨大高分子となった
各構造中に取り込まれ、無臭化される。
Of the odors generated, hydrogen sulfide, ammonia, methyl mercaptan, methyl sulfide and the like, which are easily oxidized, are oxidatively decomposed or polymerized to become non-volatile and deodorized, and normal butyric acid and isovaleric acid are hardly oxidized. , Various organic acids such as normal propionic acid, high molecular neutral odors such as dimethyl sulfide, are incorporated into each structure that has become a liquid giant macromolecule because many sedimentable solids or saccharides as condensate are bound, Deodorized.

【0009】有機物複合体鉄錯体の使用量は、腐植鉄塩
類混合粉体として汚水量の1万分の1以上、腐植鉄錯体
溶液では1万分の3以上であり、毎分0.3m3内外の
通気攪拌を行なうか、叉は過酸化水素水(28%以上含
有)を1万分の1以上注加して、約1分間以上激しく攪
拌して反応させる。
[0009] The amount of the organic complex iron complex, 1/10000 or more sewage quantity as humus iron salts mixed powder, the humus iron complex solution is 1 millionth 3 or more per minute 0.3 m 3 and out of Aeration stirring is performed, or hydrogen peroxide solution (containing 28% or more) is added at a rate of 1 / 10,000 or more, and the reaction is performed by vigorously stirring for about 1 minute or more.

【0010】臭気は通気攪拌では5〜30分間、過酸化
水素水では瞬時〜数分以内に脱臭される。また、沈降性
固形物を原汚水にその10%以上を返送する場合でも、
同固形物が混和された時点で脱臭される。
The odor is deodorized in 5 to 30 minutes by aeration and stirring and in a moment to a few minutes in hydrogen peroxide solution. In addition, even if 10% or more of the sedimentable solid matter is returned to the raw wastewater,
When the solids are mixed, they are deodorized.

【0011】沈降性固形物化においては、脱臭反応と同
時進行するが、反応完了時間は遅れる。特に、炭素数が
18以上の高度不飽和脂肪酸が20ppm内外存在する
と2日間、100ppmで10日間継続する。その間、
活性酸素の発生が続く。通常は12時間以内で完了す
る。
In the precipitation solidification, the deodorization reaction proceeds at the same time, but the reaction completion time is delayed. In particular, when highly unsaturated fatty acids having 18 or more carbon atoms are present in 20 ppm or more, it continues for 2 days and 100 ppm for 10 days. in the meantime,
Generation of active oxygen continues. Usually completed within 12 hours.

【0012】沈降性固形物ばかりでなく汚泥について有
機物複合体錯体で異種間縮合および活性酸素の発生を一
定期間継続させれば、活性酸素に対する防御システムを
持たない変質、変敗原因微生物類は生存できないので、
その間は品質を保つことができ、また、酸化や縮合に再
利用することができる。
If not only sedimentable solid matter but also sludge, organic matter complex complex is used to continue heterogeneous condensation and generation of active oxygen for a certain period of time, microorganisms causing alteration and deterioration without a defense system against active oxygen survive. I can't
During that time, the quality can be maintained, and it can be reused for oxidation and condensation.

【0013】また、活性酸素の発生を停止させるために
は、2価および3価の鉄イオンを不活性にすることにあ
り、除鉄した分子量1000以下の有機物複合体(腐植
除鉄溶液)を腐植鉄錯体の使用量以上加える。腐植除鉄
溶液は30%腐植水抽出液に炭酸カルシウム等のアルカ
リ土類金属の塩類または水酸化物でpHを3.5以上と
するか、叉はpH3.0とした後、陽イオン交換樹脂の
水素型で除鉄を行なう。この際、分子1000以上の有
機物複合体、鉄錯体および鉄イオンは、有機物複合体の
自己縮合物に取り込まれて沈降する。
In order to stop the generation of active oxygen, the divalent and trivalent iron ions are made inactive, and the iron-depleted organic compound complex having a molecular weight of 1000 or less (humus-removing iron solution) is used. Add more than the amount of humus iron complex used. The humus removal iron solution is a cation exchange resin after adjusting the pH to 3.5 or more with 30% humus water extract and adding salts or hydroxides of alkaline earth metals such as calcium carbonate. Iron removal is performed with the hydrogen type. At this time, the organic complex having 1000 or more molecules, the iron complex, and the iron ion are taken into the self-condensate of the organic complex and settled.

【0014】汚泥濃縮槽では腐植除鉄溶液を1万分の1
以上加えて凝集性バイオポリマー産生菌群、原虫類、脱
室菌等の微生物群を増殖させるとともに、ミセルコロイ
ドを維持する濃度の使用により、汚泥間の結合を増やし
続け、その間に生成する。酸素や過酸化水素により、通
常の通気でも内部の通性嫌気性菌や嫌気性群の生育を阻
止して、変質、変敗し難い汚泥とする。強い構造を持つ
ため、表面の吸着、吸蔵力および全体としての脱水性も
向上する。
In the sludge thickening tank, the humus removal iron solution is 1/1000.
In addition to the above, microbial groups such as flocculent biopolymer-producing bacterial groups, protozoa, and dechambered bacteria are grown, and by using a concentration that maintains the micellar colloid, the bond between sludges is continuously increased and generated during the period. Oxygen and hydrogen peroxide prevent the growth of facultative anaerobic bacteria and anaerobic groups inside even with normal aeration, and produce sludge that is difficult to deteriorate and deteriorate. Since it has a strong structure, the adsorption of the surface, the occluding power and the dehydration property as a whole are improved.

【0015】上記の低分子有機物複合体の特性は、低分
子でも多数の親水基、疎水基をもつ両親媒性物であるた
め、界面張力や表面張力を低下させ、微生物の栄養物の
摂取や固定相である汚泥への付着を容易にする等の生物
活性力を持つことにある。
Since the characteristics of the above-mentioned low molecular weight organic substance complex are amphipathic substances having a large number of hydrophilic groups and hydrophobic groups even with a low molecular weight, the interfacial tension and the surface tension are reduced, and the nutrient intake of microorganisms and the It has biological activity such as facilitating attachment to the stationary phase sludge.

【0016】本発明で使用されるエンザイム腐植は、落
葉樹の落ち葉と動物由来の分解物が温暖な気候の下で縮
合し、地中に埋蔵されてきた中性腐植を原料とし、バイ
オテクノロジーによって低分子化し、再結合させ、安定
化させた後、粉体としたものである。pHは2.6以
下、酸化電位は+500mV以上で、10%以上の有機
物複合体(分析上の分類におけるフルボ酸に該当)が遊
離および鉄錯体として安定な状態で含有されている。有
機物複合体では分子量が2000以上、1000〜20
00および1000以下の含有率は平均6:3:1であ
る。
The enzyme humus used in the present invention is derived from the neutral humus that has been buried in the ground by condensing the fallen leaves of deciduous trees and the decomposed products of animal origin in a warm climate, and uses biotechnology to reduce the humus. It is made into powder after being molecularized, recombined and stabilized. The pH was 2.6 or lower, the oxidation potential was +500 mV or higher, and 10% or higher of an organic compound complex (corresponding to fulvic acid in the analytical classification) was contained in a stable state as a free and iron complex. The organic compound has a molecular weight of 2000 or more and 1000 to 20.
The contents of 00 and 1000 or less are on average 6: 3: 1.

【0017】[0017]

【実施例】以下に本発明をその実施例について説明す
る。表1は、し尿の処理工程において、稀釈工程と生物
処理後の水質例を挙げる。沈砂池を経た、し尿について
水道水で10倍稀釈する従来法に対して、本発明は原水
量に対して1万分の2の腐植鉄錯体溶液を注加した後、
0.5m3/日で10分間曝気した後、1時間放置、上
澄液を曝気槽に移行させる。濃縮槽では、汚泥量に対し
て1万分の5の腐植除鉄溶液を加え、1夜毎分0.3m
3内外の通気攪拌を行った後、曝気槽に20%返送し8
時間、毎分0.5m3で曝気した結果の水質である。
EXAMPLES The present invention will be described below with reference to examples thereof. Table 1 shows examples of water quality after the dilution step and the biological treatment in the human waste treatment step. In contrast to the conventional method of diluting human waste 10 times with tap water after passing through a sand basin, the present invention adds 2 / 10,000 of the humus iron complex solution to the amount of raw water,
After aeration at 0.5 m 3 / day for 10 minutes, the mixture is left for 1 hour and the supernatant is transferred to an aeration tank. In the thickening tank, 5 / 10,000 of the humus removal iron solution was added to the sludge amount, and 0.3 m / min / night
3 After aeration stirring inside and outside, return 20% to the aeration tank 8
The water quality is the result of aeration at 0.5 m 3 / min for an hour.

【0018】[0018]

【表1】 [Table 1]

【0019】稀釈の代わりに行った酸化処理では95%
の除去率で、その後の生物処理においても同様の除去率
を示した。処理場の臭気についても、酸化処理後に殆ん
ど感じない低程に低下し、生物処理の前後および脱水中
においても同様であった。
95% by oxidation treatment performed instead of dilution
The same removal rate was shown in the subsequent biological treatment. The odor in the treatment plant also decreased to a low level, which was hardly felt after the oxidation treatment, and was the same before and after the biological treatment and during dehydration.

【0020】表2は、下水を処理した事例である。本処
理では酸化処理は行わず、濃縮槽における汚泥の活性化
だけで行った。濃縮槽で汚泥量の1万分の5の腐植除鉄
溶液を加え、2日間、毎分0.5m3の曝気を行い、汚
泥の活性化を行った後、20%の返送汚泥により従来通
りの曝気処理を行った後の水質である。BODの除去率
は96%で,従来法の84%に比べ良好な結果が得られ
た。濃縮槽の臭気は、腐植除鉄溶液を加えた後、曝気の
経過時間とともに減少した。曝気槽においても従来法に
比べ減少した。
Table 2 is an example of treating sewage. In this treatment, no oxidation treatment was carried out, but only the activation of sludge in the concentration tank. After adding humus removal iron solution of 5 / 10,000 of sludge in the concentration tank, aeration of 0.5 m 3 / min was performed for 2 days to activate the sludge, and then 20% of the returned sludge was used to maintain the conventional amount. Water quality after aeration treatment. The BOD removal rate was 96%, which was better than the conventional method of 84%. The odor of the enrichment tank decreased with the lapse of aeration after adding the humus removal iron solution. Even in the aeration tank, it decreased compared to the conventional method.

【0021】[0021]

【表2】 [Table 2]

【0022】[0022]

【発明の効果】【The invention's effect】

1) 以上述べたとおり、本発明は空気送入量を増やさ
ずに、好気性微生物優勢な臭気の無い生物処理ができる
という点で、従来に例を見ない手段であり、今後、脱窒
素効率の高い、コンパクトな設備に対する可能性が見え
る手段でもあり、本発明の効果は大きい。 2) 本発明により、全処理工程の臭気が無くなるとと
もに、水による稀釈も不要となり、通常の曝気で汚泥の
質的向上が期待できる。 3) 活性汚泥法を適用している施設で、上記の臭気、
稀釈水または汚泥の質に関する問題があれば、それらは
すべて本発明の利用分野となる。
1) As described above, the present invention is a means that is unprecedented in the art in that it can perform biological treatment without odor, which is predominant in aerobic microorganisms, without increasing the amount of air fed, and in the future, the denitrification efficiency will be improved. It is also a means to see the possibility for high-performance and compact equipment, and the effect of the present invention is great. 2) According to the present invention, the odor of the whole treatment process is eliminated, and dilution with water is not required, and the quality of sludge can be expected to be improved by ordinary aeration. 3) At facilities that apply the activated sludge method,
Any problems with the quality of the diluted water or sludge are the field of application of the present invention.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 下水、し尿等の生物および当該***物に
由来する汚水に、エンザイム腐植粉体と同量の硫酸第1
鉄のような2価の鉄塩類を混合した腐植鉄塩類混合粉体
を当該汚水量の1万分の1以上加えるか、またはエンザ
イム腐植粉体の30%水抽出液に30%の硫酸第1鉄の
ような2価の鉄塩類を溶解させた腐植鉄錯体溶液を1万
分の3以上加えた後、毎分0.3m3内外の通気攪拌ま
たは1万分の1以上の過酸化水素水を注加して、1分間
以上激しく攪拌することにより、当該汚水中の有機物と
エンザイム腐植中の有機物複合体の鉄錯体との間に異種
間縮合を行わせ、次いで活性酸素を発生させることによ
り、臭気を酸化分解、酸化による不揮発性化または縮合
物化して脱臭するとともに、懸濁性粒子、ならびに蛋白
質、アミノ酸、有機酸、および糖類を沈降性固形物化お
よび液状巨大高分子とし、処理系外に除去できる形態ま
たは次工程で浄化しやすい形態にすることを特徴とする
腐植による汚水の脱臭および浄化法。
1. The same amount of sulfuric acid as enzyme humus powder is added to sewage derived from organisms such as sewage and human waste and the excrement concerned.
Humic iron salt mixed powder mixed with divalent iron salts such as iron is added in an amount of 1 / 10,000 or more of the sewage amount, or 30% ferrous sulfate is added to 30% aqueous extract of enzyme humus powder. After adding humus iron complex solution in which divalent iron salt is dissolved such as 3/3 / 10,000 or more, aeration stirring of 0.3 m 3 inside / outside per minute or pouring hydrogen peroxide water of 1 / 10,000 or more Then, by vigorously stirring for 1 minute or more, heterogeneous condensation is performed between the organic matter in the wastewater and the iron complex of the organic matter complex in the enzyme humus, and then active oxygen is generated to generate an odor. Oxidative decomposition, deoxidization by making nonvolatile or condensate by oxidation to deodorize, and suspending particles and proteins, amino acids, organic acids, and saccharides can be removed to the outside of the treatment system as a solidified solid and liquid macromolecule. Purify by form or next process Deodorization and purification methods of sewage by humus, characterized by the easy form.
【請求項2】 下水、し尿等の生物および当該***物に
由来する汚水に、腐植鉄塩類混合粉体または腐植鉄錯体
溶液を加え、通気攪拌または過酸化水素水を注加して生
成した沈降性固形物を脱臭および沈降助剤として、当該
汚水の10%以上を返送して使用することを特徴とする
腐植による汚水の脱臭および浄化法。
2. Sediment produced by adding humic iron salt mixed powder or humic iron complex solution to sewage derived from organisms such as sewage and human waste and the excrement thereof, and aeration stirring or pouring hydrogen peroxide water. A method for deodorizing and purifying sewage by humus, characterized in that 10% or more of the sewage is returned and used as a deodorizing and sedimentation aid for the volatile solids.
【請求項3】 下水、し尿等の生物および当該***物に
由来する汚水に、腐植鉄塩類混合粉体または腐植鉄錯体
溶液を加え、通気攪拌または過酸化水素水を注加して生
成させた沈降性固形物を処理系外に出した後、残液中の
多糖類を多く取り込んだため液状巨大高分子となった有
機成分およびその他のBOD、COD成分を除くため
に、30%腐植水抽出液に炭酸カルシウム等のアルカリ
土類金属塩類または水酸化物でpHを3.5以上とする
か、pHを3とした後、陽イオン交換樹脂の水素型で除
鉄した腐植除鉄溶液を通常活性汚泥に千分の一以上加
え、毎分0.5m3内外の曝気を行うことにより生成さ
せた強化汚泥を20%以上使用し、使用後新しく生成し
た汚泥を加えて再強化、再使用することを特徴とする腐
植による汚水の脱臭および浄化法。
3. A humus iron salt mixed powder or a humus iron complex solution is added to sewage, sewage, and other wastewater derived from organisms such as human excrement, and aeration stirring or hydrogen peroxide water is added to generate sewage. After removing the sedimentary solids from the treatment system, 30% humus water extraction was performed to remove the organic components that became liquid macromolecules due to the large amount of polysaccharides in the residual liquid and other BOD and COD components. The pH of the solution is adjusted to 3.5 or higher with alkaline earth metal salts such as calcium carbonate or hydroxide, or after the pH is adjusted to 3, the humus-removing iron solution obtained by removing iron from the cation-exchange resin hydrogen type is usually used. 20% or more of the reinforced sludge produced by adding air to the activated sludge by a factor of 1/000 and aeration of 0.5 m 3 per minute or more, and re-strengthen and reuse after adding the newly produced sludge. Deodorization of sewage due to humus characterized by Purification method.
【請求項4】 上記請求項3の強化汚泥が、増殖力の旺
盛な微生物群を育てて強い吸着および吸蔵力による脱臭
力を持ち、汚泥間の結合力が強い脱水性の良い汚泥であ
ることを特徴とする腐植による汚水の脱臭および浄化
法。
4. The sludge of claim 3, wherein the reinforced sludge is a sludge having a good dehydration property, which grows a microbial group having a strong growth ability, has a strong desorbing power by adsorption and storage, and has a strong binding force between sludges. Method for deodorizing and purifying sewage by humus characterized by.
JP3218031A 1991-08-05 1991-08-05 Deodorization and purification method of sewage by humus Expired - Fee Related JP2926126B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3218031A JP2926126B2 (en) 1991-08-05 1991-08-05 Deodorization and purification method of sewage by humus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3218031A JP2926126B2 (en) 1991-08-05 1991-08-05 Deodorization and purification method of sewage by humus

Publications (2)

Publication Number Publication Date
JPH0538498A true JPH0538498A (en) 1993-02-19
JP2926126B2 JP2926126B2 (en) 1999-07-28

Family

ID=16713556

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3218031A Expired - Fee Related JP2926126B2 (en) 1991-08-05 1991-08-05 Deodorization and purification method of sewage by humus

Country Status (1)

Country Link
JP (1) JP2926126B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007196172A (en) * 2006-01-27 2007-08-09 Mitsui Eng & Shipbuild Co Ltd Liquid extract of humic substance, solidifying agent, concentrating agent and method for treating organic waste water by using them
CN107500498A (en) * 2017-08-24 2017-12-22 广东益诺欧环保股份有限公司 A kind of bed mud modifying agent and its preparation method and application
US10945509B2 (en) 2018-10-18 2021-03-16 Tokiwa Corporation Application container

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62163792A (en) * 1986-01-14 1987-07-20 Tokyu Constr Co Ltd Device for purifying low-concentration organic sewage or the like by humus

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62163792A (en) * 1986-01-14 1987-07-20 Tokyu Constr Co Ltd Device for purifying low-concentration organic sewage or the like by humus

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007196172A (en) * 2006-01-27 2007-08-09 Mitsui Eng & Shipbuild Co Ltd Liquid extract of humic substance, solidifying agent, concentrating agent and method for treating organic waste water by using them
CN107500498A (en) * 2017-08-24 2017-12-22 广东益诺欧环保股份有限公司 A kind of bed mud modifying agent and its preparation method and application
CN107500498B (en) * 2017-08-24 2020-06-09 广东益诺欧环保股份有限公司 Bottom mud modifier and preparation method and application thereof
US10945509B2 (en) 2018-10-18 2021-03-16 Tokiwa Corporation Application container

Also Published As

Publication number Publication date
JP2926126B2 (en) 1999-07-28

Similar Documents

Publication Publication Date Title
US4108771A (en) Elimination of odors from organic wastes
Lee et al. Effect of fermented swine wastes on biological nutrient removal in sequencing batch reactors
Kabdaşlı et al. Nitrogen recovery by urea hydrolysis and struvite precipitation from anthropogenic urine
Wang et al. Treatment of tannery effluents by surface adsorption
JP2926126B2 (en) Deodorization and purification method of sewage by humus
JP2007196172A (en) Liquid extract of humic substance, solidifying agent, concentrating agent and method for treating organic waste water by using them
JP3856218B2 (en) Startup method of activated sludge treatment equipment
JPH10323685A (en) Biological odorproofing deodorization method and excess-sludge digestion volume reduction method
KR100311587B1 (en) Batch type apparatus for treating organic wastewater/sewage
JPWO2005100267A1 (en) Wastewater treatment equipment using humic substances
JPH0679715B2 (en) Biological treatment method of organic wastewater
KR100254523B1 (en) Natural purification method and apparatus thereof
JPH1190478A (en) Treatment of organic waste water by humic pellets
JP4259700B2 (en) Sludge aggregation method and water treatment method
JP3127281B2 (en) Deodorization and purification method of sewage and sludge by humic iron oxygen complex
KR960003922B1 (en) Waste water treatment by volcanic ashes
JPS63258692A (en) Treatment of organic sewage
JP4540180B2 (en) Method and apparatus for treating organic concentrated wastewater
JPH0557289A (en) Method for purifying aqueous solution contami- nated with nitric acid ion
KR100391136B1 (en) Bacteria group of bacillus spp in treating equipment and method for sewage and waste water
JPH0632833B2 (en) Organic wastewater treatment method
JPH01104397A (en) Purifying process of polluted water
SU929594A1 (en) Method for biologically purifying effluents
Swaminathan et al. Effect of iron in anaerobic lagooning of molasses distillery wastes
JP4164169B2 (en) Sludge treatment method

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080514

Year of fee payment: 9

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090514

Year of fee payment: 10

LAPS Cancellation because of no payment of annual fees