JPS61114799A - Treatment of excretion - Google Patents

Treatment of excretion

Info

Publication number
JPS61114799A
JPS61114799A JP59236684A JP23668484A JPS61114799A JP S61114799 A JPS61114799 A JP S61114799A JP 59236684 A JP59236684 A JP 59236684A JP 23668484 A JP23668484 A JP 23668484A JP S61114799 A JPS61114799 A JP S61114799A
Authority
JP
Japan
Prior art keywords
biological treatment
human waste
activated sludge
screen
treatment process
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
JP59236684A
Other languages
Japanese (ja)
Other versions
JPH0354000B2 (en
Inventor
Katsuyuki Kataoka
克之 片岡
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.)
Ebara Corp
Original Assignee
Ebara Infilco 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 Ebara Infilco Co Ltd filed Critical Ebara Infilco Co Ltd
Priority to JP59236684A priority Critical patent/JPS61114799A/en
Publication of JPS61114799A publication Critical patent/JPS61114799A/en
Publication of JPH0354000B2 publication Critical patent/JPH0354000B2/ja
Granted 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/20Fertilizers of biological origin, e.g. guano or fertilizers made from animal corpses

Abstract

PURPOSE:To effectively dehydrate excretion residue, by mixing the activated sludge slurry of a biological treatment process to filter the same through a screen and returning the screen filtrate to the biological treatment process while mixing excretion residue with excessive activated sludge and mechanically dehydrating the resulting mixture. CONSTITUTION:The mixture 10 consisting of excretion residue 3 and the activated sludge slurry flowed out from a mixing tank 8 is sent to a fine mesh screen 12 by a pump 11 to be separated into excretion residue 13 and a screen filtrate 14. The screen filtrate 14 is again recycled to a biological treatment process and the filth removed from the excretion residue is biologically purified by the biological treatment process 5. Subsequently, the excretion residue 13 is added to excessive activated sludge 18 separated from the biological treatment process 5 and a cationic polymer is further added thereto to form flocs and the resulting mixture is dehydrated by a screw press dehydrator 19.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、生し尿(し尿浄化槽汚泥を含む)などに含ま
れるし渣と、除渣し尿を生物処理する際に発生した余剰
活性汚泥の両者を効果的に脱水し、低含水率の脱水ケー
キを得る方法に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention is directed to the treatment of human waste contained in human waste (including human waste septic tank sludge) and surplus activated sludge generated during biological treatment of the removed human waste. The present invention relates to a method for effectively dehydrating both to obtain a dehydrated cake with a low moisture content.

〔従来技術〕[Prior art]

し尿の生物処理工程および生物処理水の凝集分離工程か
ら発生する余剰汚泥は、極めて難脱水性の汚泥として周
知のところである。
Excess sludge generated from the biological treatment process of human waste and the coagulation separation process of biologically treated water is well known as a sludge that is extremely difficult to dewater.

従来、この余剰汚泥を脱水するのに各種の脱水方法が実
施されているが、FeCl s 、 Ca(Ofl) 
zなどの無機薬品を多量に使用するフィルタプレス脱水
法以外に、含水率60%台の脱水ケーキを得ることは困
難であった。
Conventionally, various dewatering methods have been used to dewater this surplus sludge, but FeCl s, Ca(Ofl)
It has been difficult to obtain a dehydrated cake with a water content of 60% using methods other than the filter press dehydration method that uses a large amount of inorganic chemicals such as Z.

また、生物処理工程で処理する前に、生し尿中の繊維分
等の夾雑物をスクリーンで除去しており、除去された夾
雑物はし渣とよばれ、前記余剰汚泥とは別個の脱水機に
よって脱水されたのち処分されていた。
In addition, before processing in the biological treatment process, impurities such as fibers in human urine are removed using a screen, and the removed impurities are called sludge, which is separated from the surplus sludge by a dewatering machine. It was dehydrated and then disposed of.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

前記余剰汚泥のフィルタプレス脱水法では、無機薬品を
多量に使用するため、脱水ケーキ量が多くなり、焼却す
る場合には焼却灰の発生量も多くなるなどの問題点があ
った。
In the filter press dewatering method for excess sludge, since a large amount of inorganic chemicals are used, the amount of dewatered cake increases, and when incinerated, the amount of incinerated ash is also increased.

また、し渣には生し尿中の汚物が多く含まれており、取
り扱う際極めて非衛生的であり、臭気の面でも問題があ
った。
Furthermore, human waste contains a lot of filth from raw human urine, making it extremely unhygienic to handle and causing problems in terms of odor.

本発明は、無機薬品を使用することなく、余剰汚泥をし
渣と共に効果的に脱水し、低含水率のしかも非衛生的で
ない脱水ケーキを得、し渣専用の脱水機を不要にし、作
業環境をも良好にしようとするものである。
The present invention effectively dehydrates excess sludge together with residue without using inorganic chemicals, yields a dehydrated cake with a low water content and is not unhygienic, eliminates the need for a dewatering machine exclusively for residue, and improves the working environment. It also aims to improve the quality of life.

C問題点を解決するための手段〕 本発明は、生し尿を微細目スクリーンに流入させてし渣
を除去したのち生物処理する方法において、前記し渣に
前記生物処理工程の活性汚泥スラリを混合したのち、さ
らに微細目スクリーンに流入させ、得られたスクリーン
ろ液を前記生物処理工程に返送する一方、分離されたし
渣を前記生物処理工程で発生した余剰活性汚泥に混合し
て機械脱水することを特徴とするし尿処理方法である。
Means for Solving Problem C] The present invention provides a method for biologically treating raw human waste after flowing it into a fine mesh screen to remove the human waste, in which activated sludge slurry from the biological treatment step is mixed with the human waste. After that, it is further allowed to flow through a fine screen, and the resulting screen filtrate is returned to the biological treatment process, while the separated residue is mixed with the excess activated sludge generated in the biological treatment process and mechanically dehydrated. This is a human waste disposal method characterized by the following.

〔実施例〕〔Example〕

バキュームカーなどでし尿処理場に搬入された生し尿1
は、図示しない粗目スクリーンでビニール片などの粗大
異物が除去されたのち、第1微細目スクリーン2に導か
れ、トイレットペーパーなどの紙を主体とするし渣3が
回収される。この第1微細目スクリーン2の目開きは、
2fi以下、好ましくは0.7〜1fl程度とし、ロー
タリースクリーンを利用するのが便利である。例えば、
目開き0.7flのロータリースクリーンで、し渣3の
回収量は生し尿1に1当たり4〜5 kg dry 5
olidに達する。し渣3が回収された除渣し尿4は、
例えば公知の無希釈タイプの生物学的硝化脱窒素プロセ
スを採用した生物処理工程5に導かれて生物処理される
Human waste transported to the human waste treatment plant by vacuum car etc. 1
After coarse foreign substances such as vinyl pieces are removed by a coarse screen (not shown), the residue is guided to a first fine screen 2, where residue 3 mainly made of paper such as toilet paper is collected. The opening of this first fine mesh screen 2 is as follows:
It is convenient to set the volume to 2 fi or less, preferably about 0.7 to 1 fl, and to use a rotary screen. for example,
With a rotary screen with an opening of 0.7 fl, the amount of human waste 3 recovered is 4 to 5 kg per 1 part of raw human urine dry 5
Reach olid. The human waste 4 from which the human waste 3 has been collected is
For example, it is guided to a biological treatment step 5 that employs a known non-dilution type biological nitrification and denitrification process.

回収されたし渣3は、生し尿中の汚物が多量に含まれ、
悪臭が強く、寄生虫卵も含まれており、極めて非衛生的
な状態となっている。したがって、水道水などの清水で
し渣3を洗浄することが考えられるが、洗浄排水が多量
に発生し、これを生物処理するために生物処理工程5に
流入する汚水量が増加し、し尿の無希釈処理が不可能と
なる。したがって、その打開策を追究した結果、生物処
理工程5内の活性汚泥スラリ6を一部ポンブ7にて引き
抜き、混合槽8にてし渣3に混合することによって、し
渣3中の汚物が効果的に活性汚泥に吸着し、洗浄効果が
高くなることを見出した。混合槽8における混合は、特
に制限されるものではないが、ブロワ9を利用したエア
レーションによるものが好ましい。この結果、水道水な
どの清水を使用することなく、し渣3から7η物を効果
的に除去することができ、しかもし尿の無希釈処理も容
易に可能となる。
The collected human waste 3 contains a large amount of filth from raw human urine,
It has a strong odor and contains parasite eggs, making it extremely unhygienic. Therefore, it is conceivable to wash the night soil 3 with clean water such as tap water, but a large amount of washing waste water is generated, and the amount of waste water flowing into the biological treatment process 5 increases in order to biologically treat it. Non-dilution processing becomes impossible. Therefore, as a result of pursuing a solution to this problem, a part of the activated sludge slurry 6 in the biological treatment process 5 is drawn out with the pump 7 and mixed with the sludge 3 in the mixing tank 8, thereby eliminating the filth in the sludge 3. It has been found that it effectively adsorbs to activated sludge, increasing the cleaning effect. Mixing in the mixing tank 8 is not particularly limited, but aeration using a blower 9 is preferable. As a result, the 7η substances can be effectively removed from the human waste 3 without using clean water such as tap water, and it is also possible to easily treat human urine without dilution.

しかして、混合槽8から流出したし渣3と活性汚泥スラ
リ6の混合物10は、ポンプ11によって第2微細目ス
クリーン12(第1微細目スクリーンと同一機種を使用
)に送られ、洗浄後の洗浄し渣13と汚物を吸着した活
性汚泥スラリからなるスクリーンろ液14に分離される
。このスクリーンろ液14は、再び生物処理工程5にリ
サイクルされ、し渣3から除去された汚物は生物処理工
程で生物学的に浄化される。
The mixture 10 of the sludge 3 and the activated sludge slurry 6 that has flowed out from the mixing tank 8 is sent to the second fine screen 12 (using the same model as the first fine screen) by the pump 11, and after cleaning, It is separated into a screen filtrate 14 consisting of washed residue 13 and activated sludge slurry that has adsorbed filth. This screen filtrate 14 is recycled again to the biological treatment step 5, and the filth removed from the scum 3 is biologically purified in the biological treatment step.

次に、生物処理工程5から流出するスラリは遠心分離機
15などで汚泥16が分離され、生物処理水17となる
が、分離された汚泥16は大部分生物処理工程5へ返送
され、その余剰分は余剰活性汚泥18として排出される
。この余剰活性汚泥18 (生物処理水17をさらに凝
集分離する場合には、その凝集汚泥と余剰活性汚泥18
の混合汚泥)に、洗浄し渣13を添加し、さらにカチオ
ンポリマーを添加してフロック形成したのち、スクリュ
ープレス脱水機19にて脱水すると、洗浄し渣13が脱
水助剤として作用し、含水率55〜63%程度の低含水
率の脱水ケーキ20が得られる。
Next, the slurry flowing out from the biological treatment process 5 is separated into sludge 16 using a centrifuge 15 or the like to become biologically treated water 17, but most of the separated sludge 16 is returned to the biological treatment process 5, and the surplus The remaining activated sludge is discharged as surplus activated sludge 18. This surplus activated sludge 18 (if the biologically treated water 17 is further flocculated and separated, the flocculated sludge and surplus activated sludge 18
The washed residue 13 is added to the mixed sludge (mixed sludge of A dehydrated cake 20 with a low moisture content of about 55 to 63% is obtained.

この場合、汚物の含有率が少なくなっている洗浄し渣1
3を脱水助剤として利用するため、脱水ケーキ20は非
衛生的なものではなく、そのまま肥料としても問題がな
い。しa3をVL接余ill活性汚泥18の脱水助剤と
して利用する方法では、脱水機19で脱水する際に強い
悪臭(し尿臭)が発生するのは避けられないばかりでな
(、脱水機を点検する場合に直接汚物に手を触れる機会
が多いため、運転担当者にとって著しく作業環境が悪い
が、本発明によりこのような欠点は改良される。
In this case, the washed residue 1 with a reduced content of dirt
3 is used as a dehydration aid, the dehydrated cake 20 is not unhygienic and can be used as fertilizer without any problem. In the method of using Shia3 as a dehydration aid for VL-treated ill activated sludge 18, it is inevitable that a strong odor (human waste odor) will be generated when dewatering is performed in the dehydrator 19. When inspecting, there are many opportunities to directly touch dirt, which creates a very bad working environment for the operator, but the present invention improves this drawback.

なお、スクリュープレス脱水機」9にて分離された分離
水21は、そのまま生物処理工程5に流入させて処理し
てもよいが、第2@細目スクリーン】2の前にリサイク
ルすることによって、し渣の洗浄効果を高めることがで
きる。
The separated water 21 separated in the screw press dehydrator 9 may be directly introduced into the biological treatment step 5 for treatment, but it can be recycled before the second (fine screen) 2. The cleaning effect of residue can be enhanced.

また、前記実施例では、第1、第2微細百スクリーン2
,12を使用しているが、し尿処理場で夜間等運転を停
止するところでは、し渣3の洗浄をその運転停止中に行
うことで、前記化し尿1からのし渣3の回収及び洗浄し
渣13の分離を1台の微細目スクリーンで兼用させるこ
とができる。
In addition, in the embodiment, the first and second fine screens 2
, 12 are used, but in places where the operation is stopped at night, etc. at a human waste treatment plant, the human waste 3 can be collected and washed from the above-mentioned human waste 1 by cleaning the human waste 3 while the operation is stopped. One fine screen can be used for separating the residue 13.

また、前記スクリュープレス脱水機19は、必ずしもこ
れに制限されることなく、洗浄し渣13が脱水助剤とし
ての役目を果たし、!41離性もよくなるため、ろ布を
用いた脱水機でも使用することができる。
Further, the screw press dehydrator 19 is not limited to this, and the cleaning residue 13 serves as a dehydration aid. 41 Since the releasability is improved, it can also be used in a dehydrator using filter cloth.

〔発明の効果〕〔Effect of the invention〕

以上述べたように本発明によれば、次に列記するような
極めて有益なる効果を奏するものである。
As described above, according to the present invention, extremely beneficial effects as listed below are achieved.

■ 脱水ケーキの含水率が低く、かつ非衛生的でないか
ら、そのまま肥料として有効利用でき、乾燥叉はコンポ
スト化処理が不要になる。
■ Since the moisture content of the dehydrated cake is low and it is not unhygienic, it can be effectively used as fertilizer as is, eliminating the need for drying or composting.

■ 脱水機からの悪臭の発生がなく、作業環境もよい。■ There is no bad odor from the dehydrator, and the working environment is good.

■ 回収されたし渣を洗浄するのに清水を使用する必要
がないから、節水効果があるほか、し尿の無希釈処理も
容易に可能になる。
■ There is no need to use clean water to wash the collected human waste, which not only saves water, but also makes it easier to process human waste without dilution.

■ 回収されたし渣から汚物を洗浄除去するのに、生物
活性の高い生物処理工程内に生息する活性汚泥そのもの
を利用するので、洗浄効果、悪臭除去効果が高い。
■ Activated sludge itself, which lives in the biological treatment process with high biological activity, is used to wash and remove filth from the collected residue, resulting in high cleaning and odor removal effects.

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

図面は本発明の一実施態を示す系統説明図である。 1−・・生し尿、2・・・第1微細目スクリーン、3−
・し渣、4〜・・除渣し尿、5−生物処理工程、6−活
性汚泥スラリ、7・・・ポンプ、8−4合槽、9・・ブ
ロワ、10−・−混合物、11−ポンプ、12−第2微
細目スクリーン、13−・洗浄し渣、14−スクリーン
ろ液、15遠心分離機、16−汚泥、17−生物処理水
、18−・余剰活性汚泥、19・・・スクリュープレス
脱水機、2〇−脱水ケーキ、21−分離水。 特許出願人  荏原インフィルコ株式会社代理人 弁理
士  高  木  正  行代理人 弁理士  依 1
) 孝 次 部a
The drawing is a system explanatory diagram showing one embodiment of the present invention. 1-... Fresh urine, 2... First fine screen, 3-
- Human waste, 4 - - Removed human waste, 5 - Biological treatment process, 6 - Activated sludge slurry, 7 - Pump, 8 - 4 Combined tank, 9 - Blower, 10 - - Mixture, 11 - Pump , 12-second fine screen, 13-washed residue, 14-screen filtrate, 15 centrifugal separator, 16-sludge, 17-biological treatment water, 18-excess activated sludge, 19-screw press Dehydrator, 20-Dehydrated cake, 21-Separated water. Patent applicant: Ebara Infilco Co., Ltd. Agent: Patent attorney: Masayuki Takagi Agent: Patent attorney: Yori 1
) Takatsugu part a

Claims (1)

【特許請求の範囲】 1、生し尿を微細目スクリーンに流入させてし渣を除去
したのち生物処理する方法において、前記し渣に前記生
物処理工程の活性汚泥スラリを混合したのち、さらに微
細目スクリーンに流入させ、得られたスクリーンろ液を
前記生物処理工程に返送する一方、分離されたし渣を前
記生物処理工程で発生した余剰活性汚泥に混合して機械
脱水することを特徴とするし尿処理方法。 2、前記し渣と活性汚泥スラリとの混合をエアレーショ
ンによって行うものである特許請求の範囲第1項記載の
し尿処理方法。
[Scope of Claims] 1. In a method of biologically treating raw human waste after flowing it through a fine mesh screen to remove human waste, the activated sludge slurry from the biological treatment step is mixed with the human waste, and then a fine mesh screen is applied. Human waste is allowed to flow into a screen and the obtained screen filtrate is returned to the biological treatment process, while the separated human waste is mixed with excess activated sludge generated in the biological treatment process and mechanically dehydrated. Processing method. 2. The human waste treatment method according to claim 1, wherein the human waste and the activated sludge slurry are mixed by aeration.
JP59236684A 1984-11-12 1984-11-12 Treatment of excretion Granted JPS61114799A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59236684A JPS61114799A (en) 1984-11-12 1984-11-12 Treatment of excretion

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59236684A JPS61114799A (en) 1984-11-12 1984-11-12 Treatment of excretion

Publications (2)

Publication Number Publication Date
JPS61114799A true JPS61114799A (en) 1986-06-02
JPH0354000B2 JPH0354000B2 (en) 1991-08-16

Family

ID=17004240

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59236684A Granted JPS61114799A (en) 1984-11-12 1984-11-12 Treatment of excretion

Country Status (1)

Country Link
JP (1) JPS61114799A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5990494A (en) * 1982-11-15 1984-05-24 Matsushita Electric Ind Co Ltd Audio equipment
JPH0330899A (en) * 1989-06-29 1991-02-08 Sumitomo Jukikai Envirotec Kk Treatment of excretion
US5703326A (en) * 1995-06-23 1997-12-30 Nec Corporation Connection of electrical leads in electroluminescent light by means of parallel connection to a plurality of conductors
JP2007000734A (en) * 2005-06-22 2007-01-11 Mitsubishi Heavy Ind Ltd Method for treating organic waste water, and system therefor
WO2012147467A1 (en) * 2011-04-26 2012-11-01 水ing株式会社 Sludge-concentrating method and apparatus

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5990494A (en) * 1982-11-15 1984-05-24 Matsushita Electric Ind Co Ltd Audio equipment
JPH0330899A (en) * 1989-06-29 1991-02-08 Sumitomo Jukikai Envirotec Kk Treatment of excretion
US5703326A (en) * 1995-06-23 1997-12-30 Nec Corporation Connection of electrical leads in electroluminescent light by means of parallel connection to a plurality of conductors
JP2007000734A (en) * 2005-06-22 2007-01-11 Mitsubishi Heavy Ind Ltd Method for treating organic waste water, and system therefor
JP4671780B2 (en) * 2005-06-22 2011-04-20 三菱重工環境・化学エンジニアリング株式会社 Organic wastewater treatment method and system
WO2012147467A1 (en) * 2011-04-26 2012-11-01 水ing株式会社 Sludge-concentrating method and apparatus
CN103492325A (en) * 2011-04-26 2014-01-01 水翼株式会社 Sludge-concentrating method and apparatus
JPWO2012147467A1 (en) * 2011-04-26 2014-07-28 水ing株式会社 Sludge concentration method and apparatus
AU2012248673B2 (en) * 2011-04-26 2017-04-13 Swing Corporation Sludge-concentrating method and apparatus
CN109336351A (en) * 2011-04-26 2019-02-15 水翼株式会社 Sludge concentration method and device

Also Published As

Publication number Publication date
JPH0354000B2 (en) 1991-08-16

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