JPH0114840B2 - - Google Patents

Info

Publication number
JPH0114840B2
JPH0114840B2 JP57186669A JP18666982A JPH0114840B2 JP H0114840 B2 JPH0114840 B2 JP H0114840B2 JP 57186669 A JP57186669 A JP 57186669A JP 18666982 A JP18666982 A JP 18666982A JP H0114840 B2 JPH0114840 B2 JP H0114840B2
Authority
JP
Japan
Prior art keywords
water
sludge
heat
treated water
dehydrated cake
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.)
Expired
Application number
JP57186669A
Other languages
Japanese (ja)
Other versions
JPS5976599A (en
Inventor
Katsuyuki Kataoka
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 JP57186669A priority Critical patent/JPS5976599A/en
Publication of JPS5976599A publication Critical patent/JPS5976599A/en
Publication of JPH0114840B2 publication Critical patent/JPH0114840B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は、し尿などの有機性廃液の処理方法に
関するものであり、該廃液を極めて合理的に高度
処理するとともに、該処理工程から発生する余剰
生物汚泥を非常に省エネルギー的に処理すること
が可能な革新的プロセスを提供することを目的と
する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for treating organic waste liquids such as human waste, which processes the waste liquids in an extremely rational and advanced manner, and removes excess biological sludge generated from the treatment process in an extremely energy-saving manner. The aim is to provide an innovative process that can be processed in a timely manner.

以下、代表廃液としてし尿を例にとつて説明す
る。
Hereinafter, a description will be given using human waste as an example of a representative waste liquid.

今までのし尿処理プロセスのなかでも最も進歩
したものと評価されているのは次のプロセスであ
る。
The following process is considered to be the most advanced of all human waste processing processes to date.

即ち、し尿を生物学的硝化脱窒素処理したのち
生物処理水を凝集分離(凝集沈殿が一般的)、砂
過、オゾン、活性炭の各処理を行なうものであ
る。
That is, after subjecting human waste to biological nitrification and denitrification treatment, the biologically treated water is subjected to coagulation separation (coagulation and sedimentation is common), sand filtration, ozone, and activated carbon treatment.

しかし、本発明者はこのプロセスを厳しい視点
から技術評価した結果、次のような重大な問題点
を内在していることを認識した。
However, as a result of technical evaluation of this process from a strict viewpoint, the present inventor recognized that the following serious problems were inherent.

数多くの単位操作を直列的に配列しているた
めプロセスが複雑化し、維持管理性も悪い。ま
た設置面積も大きくなる。
Because many unit operations are arranged in series, the process is complicated and maintenance is poor. Also, the installation area becomes larger.

原液中のリンを除去することができるだけ
で、これを有価物として回収できない。
It is only possible to remove phosphorus from the stock solution, but it cannot be recovered as a valuable product.

生物処理水の凝集分離処理に硫酸ばん土、塩
化第2鉄などの無機凝集剤を多量に使用しない
とリン、SS、COD、色度を高度に除去できな
い。この結果、資源の多消費を招くほか難脱水
性の凝集汚泥(Al(OH)3、Fe(OH)3を主成分
としている)が多量に発生し、汚泥の処理・処
分に多大の経費及びエネルギーを要する。ま
た、脱水ケーキの乾燥・焼却に重油などの燃料
を多量に消費する。しかも、脱水ケーキを焼却
する場合焼却灰の発生量が増える。また、コン
ポスト化を行なう場合にも無機分が多く、コン
ポスト製品の品質を低下させる。
Phosphorus, SS, COD, and chromaticity cannot be removed to a high degree unless a large amount of inorganic flocculants such as sulfuric acid and ferric chloride are used in the flocculation and separation treatment of biologically treated water. As a result, a large amount of coagulated sludge (mainly composed of Al(OH) 3 and Fe(OH) 3 ), which is difficult to dewater, is generated, resulting in a large amount of resources being consumed, and sludge treatment and disposal requires great expense and costs. It takes energy. Additionally, a large amount of fuel such as heavy oil is consumed in drying and incinerating the dehydrated cake. Moreover, when the dehydrated cake is incinerated, the amount of incineration ash generated increases. Furthermore, when composting is performed, there is a large amount of inorganic content, which reduces the quality of the compost product.

オゾン処理に多量のオゾン発生電力を消費
し、活性炭処理にも500〜600円/Kl・し尿とい
う高額な経費を要する。
Ozone treatment consumes a large amount of ozone generation electricity, and activated carbon treatment also requires a high cost of 500 to 600 yen/Kl/human waste.

本発明は、上記の問題点をすべて効果的に解決
するものであり、し尿などの有機性廃液を生物処
理したのち、該生物処理水を間接加熱式蒸発工程
で蒸発濃縮せしめ、該蒸発水蒸気の凝縮水を前記
有機性廃液の高度処理水となすとともに、該凝縮
水の保有熱によつて前記生物処理工程から発生す
る余剰生物汚泥を加温して脱水及び/又は該脱水
ケーキを乾燥することを特徴とする有機性廃液の
処理方法である。
The present invention effectively solves all of the above problems, and after biologically treating organic waste liquid such as human waste, the biologically treated water is evaporated and concentrated in an indirect heating evaporation process, and the evaporated water vapor is Using the condensed water as highly treated water of the organic waste liquid, and heating the surplus biological sludge generated from the biological treatment process using the retained heat of the condensed water to dehydrate and/or dry the dehydrated cake. This is a method for treating organic waste liquid, which is characterized by:

以下に、本発明の一実施態様を図面を参照しな
がらし尿処理を例にあげて説明する。
An embodiment of the present invention will be described below with reference to the drawings, taking human waste treatment as an example.

除渣したし尿1(浄化層汚泥が混入している場
合が多い)を、これに希釈水を添加することなく
生物学的硝化脱窒素法による生物処理工程2に流
入せしめ、主としてBOD、NH3−Nなどの窒素
成分を充分除去する。生物処理工程2に希釈水を
多量に添加することは水温の低下を招くばかりで
なく蒸発対象水量が増加するので極めて好ましく
ない。
The removed human waste 1 (often contaminated with septic layer sludge) is allowed to flow into the biological treatment process 2 using the biological nitrification and denitrification method without adding dilution water, resulting in mainly BOD, NH 3 - Sufficiently remove nitrogen components such as N. Adding a large amount of dilution water to the biological treatment step 2 not only causes a drop in water temperature but also increases the amount of water to be evaporated, which is extremely undesirable.

しかして、生物処理工程2から流出する活性汚
泥スラリー3は遠心濃縮機などの固液分離工程4
において固液分離され分離汚泥の大部分は返送汚
泥5として生物処理工程2にリサイクルされる。
Therefore, the activated sludge slurry 3 flowing out from the biological treatment process 2 is transferred to a solid-liquid separation process 4 such as a centrifugal thickener.
Most of the separated sludge separated into solid and liquid is recycled to the biological treatment process 2 as return sludge 5.

固液分離工程4からの生物処理水6(分離水)
には非生物分解性COD、色度、リン酸、有機性
窒素が多量に残留している。このため従来プロセ
スでは凝集沈殿、過、オゾン処理、活性炭処理
という多くの単位操作を羅列しているわけである
が、本発明では全く新しい技術思想を導入する。
Biologically treated water 6 (separated water) from solid-liquid separation step 4
contains large amounts of non-biodegradable COD, chromatic acid, phosphoric acid, and organic nitrogen. For this reason, conventional processes include many unit operations such as coagulation-sedimentation, filtration, ozone treatment, and activated carbon treatment, but the present invention introduces a completely new technical idea.

即ち、生物処理水6を熱交換器7で予熱したの
ち蒸発缶8に供給し、蒸発せしめた水蒸気9を蒸
気圧縮機10にて圧縮昇温させたのち蒸発缶8の
間接加熱部11に導き水蒸気9の凝縮潜熱を加熱
源として再利用したのち、凝縮水12をし尿1の
高度処理水とする。この高度処理水は蒸留水であ
るからSS、色度、BOD、COD、P、T−Nがほ
ぼゼロという最高級の水質を示す。
That is, biologically treated water 6 is preheated in a heat exchanger 7 and then supplied to an evaporator 8, and the evaporated water vapor 9 is compressed and heated in a vapor compressor 10, and then guided to an indirect heating section 11 of the evaporator 8. After reusing the latent heat of condensation of water vapor 9 as a heating source, condensed water 12 is used as highly treated water of human waste 1. Since this highly treated water is distilled water, it exhibits the highest quality water with nearly zero SS, chromaticity, BOD, COD, P, and TN.

凝縮水12は約95℃という高温であるので、熱
交換器7に流入させ、蒸発缶8への供給液すなわ
ち生物処理水6を予熱したのち、さらに熱交換器
7′に導き、機械脱水工程13(フイルタプレス、
スクリユープレスなど)に供給される余剰生物汚
泥14の加温に利用する。加温された余剰生物汚
泥15は粘度の低下などの効果によつてフイルタ
プレスまたはスクリユープレスで含水率60%以下
に脱水される。
Since the condensed water 12 has a high temperature of about 95°C, it flows into the heat exchanger 7 to preheat the feed liquid to the evaporator 8, that is, the biologically treated water 6, and then leads it to the heat exchanger 7', where it undergoes a mechanical dehydration process. 13 (filter press,
It is used to heat surplus biological sludge 14 supplied to a screw press, etc.). The heated excess biological sludge 15 is dehydrated to a water content of 60% or less using a filter press or screw press due to effects such as a reduction in viscosity.

凝縮水12の保有熱を効果的に利用するもう一
つの方法は、機械脱水工程13から排出される脱
水ケーキ16の乾燥工程17の加熱源とすること
である。
Another method of effectively utilizing the heat retained in the condensed water 12 is to use it as a heating source for the drying process 17 of the dehydrated cake 16 discharged from the mechanical dehydration process 13.

例えば、凝縮水12′と空気18を熱交換器1
9に流入させて加温空気(温風)20を乾燥工程
17に導入し、脱水ケーキ16を乾燥する方法が
採用される。乾燥物はボイラー焼却炉21の燃料
として利用され、従来のように脱水ケーキの焼却
に重油を消費する必要は全くない。ボイラー焼却
炉21からのスチーム22は暖房あるいは蒸発缶
8に利用される。
For example, condensed water 12' and air 18 are transferred to heat exchanger 1.
A method of drying the dehydrated cake 16 by introducing heated air (warm air) 20 into the drying step 17 is adopted. The dried material is used as fuel for the boiler incinerator 21, and there is no need to consume heavy oil to incinerate the dehydrated cake as in the conventional case. Steam 22 from the boiler incinerator 21 is used for heating or for the evaporator 8.

尚、凝縮水12の保有熱をそのまま利用する方
法のほかに、ヒートポンプ23の低熱源として利
用しヒートポンプ23の冷媒凝縮部から放出され
る熱を汚泥加温工程7′及び/又は乾燥工程17
に供給する方法も極めて効果的である。
In addition to the method of directly using the heat retained in the condensed water 12, the heat released from the refrigerant condensing section of the heat pump 23 is used as a low heat source for the heat pump 23 in the sludge heating process 7' and/or the drying process 17.
The method of supplying the same is also extremely effective.

このように本発明は、水の清澄化にも新しい概
念を導入するとともに水の清澄化工程から発生す
る余熱を余剰汚泥の処理工程に有効利用するとい
う技術思想に独自性をもつものである。
As described above, the present invention is unique in its technical idea of introducing a new concept to water clarification and effectively utilizing residual heat generated from the water clarification process in the surplus sludge treatment process.

以上のような本発明によれば、次のような重要
効果を得ることができる。
According to the present invention as described above, the following important effects can be obtained.

水処理工程の余熱を効果的に利用するので、
汚泥脱水工程の処理能力が向上し、かつ、省エ
ネルギー的に脱水ケーキを乾燥できる。
Since the residual heat from the water treatment process is effectively used,
The processing capacity of the sludge dewatering process is improved, and the dehydrated cake can be dried energy-savingly.

従つて、脱水ケーキの焼却処理に重油などの
補助燃料を全く必要としないだけでなく、逆に
脱水ケーキを燃料として有効利用できる。即
ち、創エネルギー効果がある。
Therefore, not only is no auxiliary fuel such as heavy oil required for incineration of the dehydrated cake, but also the dehydrated cake can be effectively used as fuel. That is, there is an energy creation effect.

有機性廃液をまず生物処理したのち生物処理
水を間接加熱型蒸発工程で処理するという新し
いプロセスであるので、工程は2つであり従来
プロセスよりも著しくプロセスが簡単になる。
しかも、処理水は従来プロセスでは達成不可能
な最高級の水質を示す。
Since this is a new process in which organic waste liquid is first subjected to biological treatment and then biologically treated water is treated in an indirect heating evaporation process, there are only two steps, making the process significantly simpler than conventional processes.
Moreover, the treated water exhibits the highest quality water that cannot be achieved with conventional processes.

水処理凝集剤、オゾン、活性炭、滅菌剤のす
べてが不要になる。
Water treatment flocculants, ozone, activated carbon, and sterilizers are all eliminated.

難脱水性汚泥として周知の凝集汚泥(Al
(OH)3、又はFe(OH)3を主体とする)が全く
発生しないので、処理すべき汚泥は余剰生物汚
泥だけですみ、汚泥処理経費が著しく節減でき
る。
Coagulated sludge (Al
(OH) 3 or Fe(OH) 3 ) is not generated at all, so the only sludge that needs to be treated is surplus biological sludge, and sludge treatment costs can be significantly reduced.

脱水ケーキ中に難脱水性無機凝集汚泥が混入
していないので、脱水ケーキの発熱量が約3800
〜3900Kcal/Kg−D.S.と高く、燃料的性状に秀
れている。
Since the dehydrated cake does not contain inorganic flocculated sludge that is difficult to dewater, the calorific value of the dehydrated cake is approximately 3800.
It has a high value of ~3900Kcal/Kg-DS and has excellent fuel properties.

蒸発の対象液は生物処理水であり、し尿をそ
のまま蒸発処理するのではないから臭気発生、
アンモニア、揮発性有機酸の飛散がなく、しか
もし尿中の高濃度SS成分による蒸発缶内の目
詰まり及び液の濃縮に伴う流動不能現象も起き
ない。
The liquid to be evaporated is biologically treated water, and the human waste is not directly evaporated, which causes odor and
There is no scattering of ammonia or volatile organic acids, and there is no clogging of the evaporator due to high concentration SS components in urine and no flow failure caused by liquid concentration.

従来プロセスによるし尿処理水の塩素イオン
濃度は300〜3000mg/と高いので田畑、山林の
かんがい用水にすることは塩類障害のため困難
であつたが、本発明プロセスの処理水塩素イオ
ンは0mg/〜トレースであるため、全く問題
なく散布することができる。
The concentration of chlorine ions in the water treated with human waste by the conventional process is as high as 300 to 3000 mg/, making it difficult to use as irrigation water for fields and forests due to salt damage, but the chlorine ion concentration of the treated water in the process of the present invention is 0 mg/~. Since it is a trace, it can be sprayed without any problems.

従来プロセスによつては処理水のSSをゼロ
にすることは不可能であつたため、処理水の地
下浸透を行なうとすぐSSによる目詰まりが起
きるので広大な面積の土地を必要とし実用的で
なかつたが、本発明の処理水は蒸留水であるた
めSSはゼロであり、極めて容易に地下浸透が
可能である。
With conventional processes, it was impossible to reduce the SS of treated water to zero, so if the treated water permeated underground, clogging with SS would occur immediately, requiring a vast area of land, making it impractical. However, since the treated water of the present invention is distilled water, it has zero SS and can penetrate underground very easily.

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

図面は本発明の一実施態様を示すフローシート
である。 1…し尿、2…生物処理工程、3…活性汚泥ス
ラリー、4…固液分離工程、5…返送汚泥、6…
生物処理水、7,7′,19…熱交換器、8…蒸
発缶、9…水蒸気、10…蒸気圧縮機、11…間
接加熱部、12,12′…凝縮水、13…機械脱
水工程、14,15…余剰生物汚泥、16…脱水
ケーキ、17…乾燥工程、18…空気、20…加
温空気、21…ボイラー焼却炉、22…スチー
ム、23…ヒートポンプ。
The drawing is a flow sheet showing one embodiment of the invention. 1... Human waste, 2... Biological treatment process, 3... Activated sludge slurry, 4... Solid-liquid separation process, 5... Returned sludge, 6...
Biologically treated water, 7, 7', 19... Heat exchanger, 8... Evaporator, 9... Steam, 10... Steam compressor, 11... Indirect heating section, 12, 12'... Condensed water, 13... Mechanical dehydration process, 14, 15... Surplus biological sludge, 16... Dehydrated cake, 17... Drying process, 18... Air, 20... Warming air, 21... Boiler incinerator, 22... Steam, 23... Heat pump.

Claims (1)

【特許請求の範囲】 1 し尿などの有機性廃液を生物処理したのち、
該生物処理水を間接加熱式蒸発工程で蒸発濃縮せ
しめ、該蒸発水蒸気の凝縮水を前記有機性廃液の
高度処理水となすとともに、該凝縮水の保有熱に
よつて前記生物処理工程から発生する余剰生物汚
泥を加温して脱水及び/又は該脱水ケーキを乾燥
することを特徴とする有機性廃液の処理方法。 2 前記凝縮水をヒートポンプの低熱源とし該ヒ
ートポンプによつて昇温された熱を、前記余剰生
物汚泥の加温用及び/又は脱水ケーキの乾燥用の
熱源とする特許請求の範囲第1項記載の方法。
[Claims] 1. After biologically treating organic waste liquid such as human waste,
The biologically treated water is evaporated and concentrated in an indirect heating evaporation step, and the condensed water of the evaporated water vapor is used as the highly treated water of the organic waste liquid, and the heat retained in the condensed water is generated from the biological treatment step. A method for treating organic waste liquid, which comprises heating surplus biological sludge to dehydrate it and/or drying the dehydrated cake. 2. Claim 1, wherein the condensed water is used as a low heat source for a heat pump, and the heat raised by the heat pump is used as a heat source for heating the excess biological sludge and/or drying the dehydrated cake. the method of.
JP57186669A 1982-10-26 1982-10-26 Treatment of organic waste liquid Granted JPS5976599A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57186669A JPS5976599A (en) 1982-10-26 1982-10-26 Treatment of organic waste liquid

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57186669A JPS5976599A (en) 1982-10-26 1982-10-26 Treatment of organic waste liquid

Publications (2)

Publication Number Publication Date
JPS5976599A JPS5976599A (en) 1984-05-01
JPH0114840B2 true JPH0114840B2 (en) 1989-03-14

Family

ID=16192583

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57186669A Granted JPS5976599A (en) 1982-10-26 1982-10-26 Treatment of organic waste liquid

Country Status (1)

Country Link
JP (1) JPS5976599A (en)

Also Published As

Publication number Publication date
JPS5976599A (en) 1984-05-01

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