JPS58112092A - Treatment of excretion - Google Patents
Treatment of excretionInfo
- Publication number
- JPS58112092A JPS58112092A JP56214554A JP21455481A JPS58112092A JP S58112092 A JPS58112092 A JP S58112092A JP 56214554 A JP56214554 A JP 56214554A JP 21455481 A JP21455481 A JP 21455481A JP S58112092 A JPS58112092 A JP S58112092A
- Authority
- JP
- Japan
- Prior art keywords
- excretion
- supplied
- treated
- human waste
- cell
- 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
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Activated Sludge Processes (AREA)
Abstract
Description
【発明の詳細な説明】
本発明はし尿を活性汚泥により生物処理するし尿も理方
法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for biologically treating human waste using activated sludge.
上記処理において処理後の水を処分するに、従来一般に
河川等に放流しているが、近年の反公害運動の気運の高
まりに連れ、aI爽に無害化処理して放流するものでも
、放流そのものに地域住民の反発を招き、処理施設の設
置に困難を極める実情にある。 そこで、放流せずに処
理できるように、生物処理後のし尿を直接焼却あるいは
蒸発処理することが提案されている。In the above treatment, the treated water is generally disposed of by being discharged into rivers, etc., but with the increasing momentum of anti-pollution movements in recent years, even if the water is treated to be harmless before being discharged, the discharge itself is This has caused opposition from local residents, making it extremely difficult to install treatment facilities. Therefore, it has been proposed to directly incinerate or evaporate human waste after biological treatment so that it can be treated without being discharged.
ところが、処理し尿中に多量の固形分が含まれるため、
それら含有固形分による悪影響を回避する上から、焼却
装置あるいは蒸発装置が機械的に複雑にならざるを得す
、又、それら装置へのし尿輸送用配管において、固形分
の詰まりに起因するトラブルを生じゃすく、頻繁に処理
が中断される等稼動率が低くて単位容量のし尿を処理す
る上でランニングコストが極めて高くなる欠点があつ次
。However, since processed human urine contains a large amount of solids,
In order to avoid the negative effects of solid content, incineration equipment or evaporation equipment must become mechanically complex, and the pipes for transporting human waste to these equipment must be free from troubles caused by clogging of solid content. Raw manure has the disadvantages of low operating rates such as frequent interruptions in processing, and extremely high running costs when processing a unit volume of human waste.
未発明は、上記の点に鑑み、し尿を蒸発処理するもので
ありながら、固形分に起因する装置の複雑化や配管系の
詰まりを良好に回避してランニングコストを大幅に低下
できるようにすることを目的とする。In view of the above points, the uninvented invention is to evaporate human waste, but to avoid complication of equipment and clogging of piping systems due to solid content, and to significantly reduce running costs. The purpose is to
次に、本発明方法の実施例について説明する。Next, examples of the method of the present invention will be described.
生しILを曝気槽(1)に投入すると共に、その排出路
(りから供給路(3)にわたり、循環ポンプ(4)を介
して、活性汚泥を含有する伏−でし尿を循環流動させ、
セミでの空気等の酸素含有ガス供給量の制−により曝気
槽(1)内での溶存酸素製産を調整し、アンモニア性窒
素を硝化及び還元処理し、窒素ガスとして除去すると共
に、生物化学的酸素要求量及び化学的酸素要求量を低減
処理する。 尚、曝気槽+11としては、約10m等、
比較的浅く構成するものでも、又、janからioθ鶴
あるいはそれ以上VCも及ぶ探検に構成するものでも艮
い。Inserting the raw IL into the aeration tank (1), and circulating the activated sludge-containing human waste from the discharge path to the supply path (3) via the circulation pump (4),
Dissolved oxygen production in the aeration tank (1) is adjusted by controlling the supply amount of oxygen-containing gas such as air in the semi, and ammonia nitrogen is nitrified and reduced to be removed as nitrogen gas. Treatment to reduce physical oxygen demand and chemical oxygen demand. In addition, the aeration tank +11 is approximately 10 m, etc.
It doesn't matter whether it's a relatively shallow expedition or an expedition that ranges from JAN to IOθ Tsuru or even more VC.
上記循環流動によって処理されたし尿の一部を取出して
沈澱槽i11に供給し、活性汚泥を沈降分離すると共に
分離汚泥の一部を返送路(6)に返送し、他方、余剰分
を濃縮貯留槽(7)に供給する。A part of the human waste treated by the circulation flow is taken out and supplied to the settling tank i11, the activated sludge is sedimented and separated, and a part of the separated sludge is returned to the return path (6), while the surplus is concentrated and stored. Supply to tank (7).
汚泥の分離された処理し尿を凝集混和槽(8)に供給し
て凝IIk処理し、微小な固形分フロックを大径化した
後、それら固形分を凝集沈澱槽(9)において分離し、
その分離された固形分を前配湯縮貯留槽(11に供給し
、前記沈澱槽161からの固形分と共に脱水*tmに供
給して脱水処理し、その脱水処理後のIi!形分を焼却
炉(11)で脱臭焼却処理する。The treated human waste from which the sludge has been separated is supplied to the coagulation mixing tank (8) and subjected to the coagulation IIk treatment to increase the diameter of minute solid flocs, and then the solids are separated in the coagulation sedimentation tank (9),
The separated solid content is supplied to the pre-molten water condensation storage tank (11), and the solid content from the settling tank 161 is supplied to the dehydration *tm for dehydration treatment, and the Ii! form after the dehydration treatment is incinerated. It is deodorized and incinerated in a furnace (11).
IIJ妃凝集沈澱槽(9)から、固形分の分離された処
理し尿を一過器σ鴫に供給し、微小な固形分をも除去し
た後、炉液を処理水貯槽圓に供給して貯留させておく。From the IIJ flocculation and sedimentation tank (9), the treated human waste from which the solid content has been separated is supplied to the passer σ to remove even minute solids, and then the furnace liquid is supplied to the treated water storage tank for storage. I'll let you.
尚、前記脱水@ 1l(1からの脱離液をt過器α力
に供給するようにしても良い。Incidentally, the dehydrated solution from the dehydration unit 1 may be supplied to the trougher α force.
以上の処[Kよって、し尿に対する活性汚泥による生物
処理、及び、生物処理後のし尿からの固形分の分離を完
了するのである。The above process completes the biological treatment of human waste using activated sludge and the separation of solids from the human waste after biological treatment.
前記処理水貯槽gsgsらの処理し尿を、蒸発塔041
内の炉材gQの上方からノズル端・・を介してシャワー
供給し、蒸発塔a−の上部に設けた吸引ファン+171
により戸材11四の下方から9気を吸引供給し、七〇で
の気液接触により処理し尿を蒸発処理し、蒸発処理され
なかった残留し尿を受水槽a樽に貯留させる。The treated human waste from the treated water storage tank GSGS etc. is transferred to the evaporation tower 041.
A suction fan +171 installed at the top of the evaporation tower a- is supplied with a shower from above the furnace material gQ inside through the nozzle end...
9 air is sucked and supplied from below the door material 114, the urine is evaporated through gas-liquid contact at 70, and the remaining human waste that has not been evaporated is stored in the water receiving tank A barrel.
受水槽+IIIとノズル0峰・・とを還元流路α−を介
して連通接続してあり、受水槽−での測定製産が設定値
を越えた場合に、前記処理水貯槽Iからノズルll@−
・への供給路−に介装した第1パルプ(ロ)を閉じると
共に第1ポンプ(2)を停止し、他方、前ε還元流路α
鴫に介装した第2パルプ(2)を開くと共に第2ポンプ
−を駆動し、熱交換器−を介して都市ゴミ焼却炉−〇排
ガスにより加熱した^温枦液を戸材illに供給し、r
vf−に付着し九析出物を溶出して生物スライムと共に
洗浄除去し、かつ、そこでの循環により蒸発を繰り返さ
せる。The water receiving tank +III and the nozzle 0 peak... are connected in communication via the return flow path α-, and when the measured production in the water receiving tank - exceeds the set value, the nozzle 1 from the treated water storage tank I is connected. @-
・The first pulp (b) interposed in the supply path to is closed and the first pump (2) is stopped, while the
At the same time as opening the second pulp (2) interposed in the pulp, the second pump is driven, and the hot pulp liquid heated by the exhaust gas of the municipal waste incinerator is supplied to the door material through the heat exchanger. , r
The precipitates adhering to the vf- are eluted and washed away together with the biological slime, and evaporation is repeated through circulation therein.
#aε受水槽(11からの残留し尿を第1脱水機−に供
給して濃縮処理し、それに伴って石こう(CaSO4)
等の脱水塩を析出除去すると共に生物スライムを除去す
る。#aε Remaining human waste from the water tank (11) is supplied to the first dehydrator and concentrated, resulting in gypsum (CaSO4)
Dehydrated salts such as salts are precipitated and removed, and biological slime is also removed.
前記Isl脱水機−で脱離された残留し尿!蒸発缶−に
供給し、前記焼却炉claにおいて焼却排ガスを熱源に
利用し九ボイクー四からの蒸気を、前記蒸発缶(至)に
吹き込んで蒸発逃腰する。The residual human waste removed by the Isl dehydrator! The incinerator exhaust gas is used as a heat source in the incinerator cla, and the steam from the fourth boiler is blown into the evaporator for evaporation.
更に1蒸発缶關からの残留し尿を餡!脱水機−に供給し
て濃縮処理し、それに伴って塩化ナトリtム(HaCl
、)や塩化マグネシクム(MyCls )等の結晶塩
を析出除去し、そして、@1脱水機−から脱離されえ残
留し尿を前記受水槽−に返送し、し尿の全量を蒸発処理
させるのである。Furthermore, fill it with residual human urine from the evaporator can! It is supplied to a dehydrator for concentration treatment, and along with this, sodium chloride (HaCl) is
, ) and magnesium chloride (MyCls) are precipitated and removed, and the remaining human waste that has been desorbed from the @1 dehydrator is returned to the water receiving tank, where the entire amount of human waste is evaporated.
内申(Bυ蝶熟熱交換器あシ、蒸発缶−からの募気及び
蒸発缶(ハ)を通し良後のボイラー蒸気を有効利用し、
蒸発缶(ハ)に供給される残留し尿を予熱し、蒸発を熱
経揖性有利Vこ行えるようにしである。Utilizing air from the butterfly heat exchanger, the evaporator, and the boiler steam through the evaporator (c),
The residual human waste supplied to the evaporator (c) is preheated so that evaporation can be carried out with advantageous heat efficiency.
第8図は別実施例を示し、前妃還元流路参鴫の一部を、
循*aW11輪に県熱板瞥を介値し九太陽熱利用による
貯湯槽−内に浸積させ、又、蒸気発生ボイラー−からの
蒸気によシ熱交換器−を介して加熱させ、汎浄用炉液t
よシ良好に予熱するようにしている。 更に、前記ボイ
フ一からの蒸気を蒸発缶e24に供給すると共に、その
1A9Lを熱交換器c111によ)蒸発缶圀に供給され
る残留し鼠の予熱に利用し九後に前記貯湯111B4に
吹き込み供給し、かつ、蒸発缶(ハ)からの排ガスをも
前記貯湯槽−に吹き込み供給し、排熱を十分利用し、熱
経済性をより一層向上するようにしてiる。FIG. 8 shows another embodiment, in which a part of the front reduction flow path is shown.
Circulation*aW 11 wheels are heated with prefectural heating plates, immersed in a hot water storage tank using solar heat, and heated by steam from a steam generation boiler via a heat exchanger to create a general purification system. Furnace fluid t
I make sure to preheat it properly. Further, the steam from the boiler 1 is supplied to the evaporator e24, and the steam 1A9L is used to preheat the remaining water supplied to the evaporator canister through the heat exchanger c111, and then blown into the hot water storage 111B4. In addition, the exhaust gas from the evaporator (c) is also blown into the hot water storage tank to make full use of the exhaust heat and further improve thermal economy.
前記受水槽−から蒸発搭幀への洗浄用を液の予熱や前記
蒸発缶UK対する熱源としては、上述のような都市ゴミ
焼却炉−の高温排ガスや太陽熱く限らず、例えば地熱水
等各種のものを利用できる。The heat source for preheating the cleaning liquid from the water tank to the evaporator tower and for the evaporator UK is not limited to the high-temperature exhaust gas from the municipal waste incinerator as mentioned above or solar heat, but also various sources such as geothermal water, etc. You can use the following.
前記沈澱槽(11K代えて遠心分離機を用いても良く、
又、凝集沈澱槽111+に代えて浮上分離槽を用−ても
良い。The sedimentation tank (11K may be replaced with a centrifugal separator,
Further, a flotation separation tank may be used in place of the coagulation and sedimentation tank 111+.
前記蒸発缶Q4における処m実験例を示せば、前記還元
流路O呻を通じ、1日畠シの処理し尿量の6s倍の量を
循環して蒸発処理し、約10倍KIllI縮処理するも
のであり、次に、上記処理に基いて行つ九夷験例の結果
を示す。To show an example of a treatment experiment in the evaporator Q4, an amount of urine 6s times the amount of treated human waste per day is circulated and evaporated through the reduction flow path O, and the amount of urine is reduced by about 10 times. Next, we will show the results of a Kui experiment conducted based on the above process.
尚、上記実施例では、蒸発缶(14において気液接触に
よ少蒸発処理しているが、蒸発搭α嚇として高温加熱に
よ〉蒸発処理するように構成しても良い。In the above embodiment, the evaporation process is carried out by gas-liquid contact in the evaporator (14), but the evaporation process may be performed by high-temperature heating as a threat to the evaporator.
又、上記実施例においては、・°固形分の分離され丸し
尿を蒸発処理するのに、気液接触処理による蒸発と加熱
による蒸発の二段階に分けると共に夫々K11l縮工程
を付加し、脱水塩及び結晶塩を析出除去させ、蒸発によ
る濃縮過程で固形分が析出されるのを未然に防止するよ
う忙しているが、本発明としては、淡縮工程を付加しな
いものでも良い。In addition, in the above embodiment, the evaporation treatment of human waste from which the solid content has been separated is divided into two stages: evaporation by gas-liquid contact treatment and evaporation by heating, and a K111 condensation step is added to each stage, and dehydration and salting are performed. Although the present invention is intended to precipitate and remove crystalline salts and prevent solid content from being precipitated during the concentration process by evaporation, the present invention may not include the addition of the attenuation step.
以上要するに1本発明によるし尿処理方法は、投入し尿
を活性汚泥により生物処理し、その生物処理後のし尿を
、それから固形分を分離処理し九後に、蒸発缶Iで水分
を蒸発処理する事を特徴とする。In summary, the method for treating human waste according to the present invention involves biologically treating input human waste using activated sludge, separating the solid content from the biologically treated human waste, and then evaporating water in an evaporator I. Features.
つまり、固形分を分離した後において蒸発処理するから
、蒸発缶(I4&cおいて固形分に対する対策を欝じず
に済み、機械的に簡単なものkでき、又、配管系におけ
る固形分の詰まりを抑制できて、処理の中断を招く事無
く長時間にわたシ連続的に運転でき、クンニングコスト
を大幅に低下できるようになった。In other words, since the evaporation process is performed after the solid content is separated, there is no need to take measures against the solid content in the evaporator (I4&C), it is mechanically simple, and it is possible to prevent clogging of solid content in the piping system. This allows continuous operation for long periods of time without interrupting the process, significantly reducing cleaning costs.
図面は本発明“に係るし尿処理方法の夷論の鱒様を例示
し、第1図は70−シート、@3図は別実施例の]a−
シートである。
I・・・・・・蒸発缶。The drawings illustrate the basic concept of the human waste treatment method according to the present invention, FIG. 1 shows a 70-sheet, and FIG. 3 shows another embodiment]a-
It is a sheet. I...Evaporator.
Claims (1)
理後のし尿を、それから固形分を分離も理し友後に、蒸
発塔a4で水分を蒸発処理する事を特徴とするし尿処理
方法。 ■ 前記蒸発塔04において気液接触により蒸発処理し
た後、残留し尿を濃縮処理して固形分を析出除去する事
を特徴とする特許a求の範囲第0項に記載の方法。 ■ 残留し尿を加熱蒸発処理すると共に濃縮処理して固
形分を析出除去する事を特徴とする特許請求の範囲第0
項に記載の方法。[Claims] ■ The system is characterized by biologically treating input human waste using activated sludge, separating the solid content from the biologically treated human waste, and then evaporating water in an evaporation tower A4. Human waste disposal method. (2) The method according to item 0 of the scope of the patent application, characterized in that after the evaporation treatment is performed by gas-liquid contact in the evaporation tower 04, the remaining human waste is concentrated and the solid content is precipitated and removed. ■Claim No. 0 characterized in that residual human waste is subjected to heat evaporation treatment and concentration treatment to precipitate and remove solid content.
The method described in section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56214554A JPS58112092A (en) | 1981-12-25 | 1981-12-25 | Treatment of excretion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56214554A JPS58112092A (en) | 1981-12-25 | 1981-12-25 | Treatment of excretion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS58112092A true JPS58112092A (en) | 1983-07-04 |
Family
ID=16657640
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56214554A Pending JPS58112092A (en) | 1981-12-25 | 1981-12-25 | Treatment of excretion |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58112092A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60139383A (en) * | 1983-12-28 | 1985-07-24 | Nishihara Environ Sanit Res Corp | Treatment of waste water |
| JPS60139398A (en) * | 1983-12-28 | 1985-07-24 | Nishihara Environ Sanit Res Corp | Treatment of high concentration waste water |
| JPS6351997A (en) * | 1986-08-22 | 1988-03-05 | Toshihiko Hashimoto | System for mixing and treating night soil and garbage |
| JPS63214389A (en) * | 1987-03-03 | 1988-09-07 | Ebara Infilco Co Ltd | Treatment of organic sewage |
| JPH03143591A (en) * | 1989-10-26 | 1991-06-19 | Ebara Infilco Co Ltd | Combined treatment of refuse and sewage of night soil system |
| KR100400499B1 (en) * | 2000-12-29 | 2003-10-08 | 씨제이 주식회사 | Septic apparatus |
| WO2020080244A1 (en) * | 2018-10-19 | 2020-04-23 | Dowaエコシステム株式会社 | Method for treating object to be treated |
-
1981
- 1981-12-25 JP JP56214554A patent/JPS58112092A/en active Pending
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60139383A (en) * | 1983-12-28 | 1985-07-24 | Nishihara Environ Sanit Res Corp | Treatment of waste water |
| JPS60139398A (en) * | 1983-12-28 | 1985-07-24 | Nishihara Environ Sanit Res Corp | Treatment of high concentration waste water |
| JPS6351997A (en) * | 1986-08-22 | 1988-03-05 | Toshihiko Hashimoto | System for mixing and treating night soil and garbage |
| JPS63214389A (en) * | 1987-03-03 | 1988-09-07 | Ebara Infilco Co Ltd | Treatment of organic sewage |
| JPH03143591A (en) * | 1989-10-26 | 1991-06-19 | Ebara Infilco Co Ltd | Combined treatment of refuse and sewage of night soil system |
| KR100400499B1 (en) * | 2000-12-29 | 2003-10-08 | 씨제이 주식회사 | Septic apparatus |
| WO2020080244A1 (en) * | 2018-10-19 | 2020-04-23 | Dowaエコシステム株式会社 | Method for treating object to be treated |
| JP2020062631A (en) * | 2018-10-19 | 2020-04-23 | Dowaテクノロジー株式会社 | Treatment method for waste material |
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