JPH0218156B2 - - Google Patents

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Publication number
JPH0218156B2
JPH0218156B2 JP57036120A JP3612082A JPH0218156B2 JP H0218156 B2 JPH0218156 B2 JP H0218156B2 JP 57036120 A JP57036120 A JP 57036120A JP 3612082 A JP3612082 A JP 3612082A JP H0218156 B2 JPH0218156 B2 JP H0218156B2
Authority
JP
Japan
Prior art keywords
liquid
sludge
tank
treated
treatment
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 - Lifetime
Application number
JP57036120A
Other languages
Japanese (ja)
Other versions
JPS58153600A (en
Inventor
Yoshio Gomi
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP57036120A priority Critical patent/JPS58153600A/en
Publication of JPS58153600A publication Critical patent/JPS58153600A/en
Publication of JPH0218156B2 publication Critical patent/JPH0218156B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】[Detailed description of the invention]

本発明は無稀釈、無放流によるし尿処理方法に
関するものである。 周知のように、し尿は本来他の排水と共に公共
下水処理場において処理されるべきものである
が、し尿処理方法としては家庭浄化槽がかなり普
及してきた。しかし依然として旧来の汲取り
(たゞし最近はバキユウム車による)に依存する
量は莫大である。この汲取りし尿は肥料還元(5
%以下)、海洋投棄(約20%)、し尿処理施設〔家
庭浄化槽を含む〕(60%)、その他(10%以上)で
処理されているが、し尿処理施設(嫌気的および
好気的処理)は衛生上問題点があり、海洋への流
入は赤潮発生の原因ともなりトラブルの発生源と
なつている。 処理場に搬入されたし尿はスクリーン等で粗大
夾雑物を除去し、消化槽で30〜37℃にて約30日間
消化後、その脱離液のBOD(生物化学酸素要求
量)を適当に稀釈調整し、散布床で好気的に処
理されて、塩素滅菌後放流されている。またこの
際発生するメタンガスは燃料として、また消化汚
泥は脱水処理後、肥料として利用されているのが
現状であり膨大な設備費用と維持管理費用を投入
している。 本発明は原し尿を前処理工程で夾雑物と脱離液
に分離し、この脱離液を好気消化あるいは嫌気消
化工程を経由して無稀釈による生物処理装置で処
理する。 この生物処理工程で発生した余剰汚泥を濃縮・
脱水後、その脱水液を上記生物処理装置に返送
し上記の脱離液と共に処理される。こゝで生ずる
余剰汚泥は固形燃料化して焼却する一方、この際
発生する燃焼ガスの持つ熱エネルギーで飽和水蒸
気を発生せしめ、上記の脱離液の処理水を上記の
水蒸気を使用して加圧蒸発方式により気化・凝縮
するとともに処理水中に含有しているNaCl、
(NH42SO4を結晶物として取り出し、その後に
残つた無害化された処理水を蒸発拡散方式により
自然蒸発と土壤浸透による自然還元処理を行な
い、かつまた各装置内で発生する臭気は焼却工程
における燃焼用空気として炉内で高温(850℃)
酸化処理する一方、活性炭等による吸着処理を施
し、無公害化させ、安価に処理・処分する方法を
提供せんんとするものである。 上記の処理方法は無稀釈生物処理によるため、
処理水そのものゝ量のまゝ処理ができ、そのため
に設備用地ならびに費用が大幅に軽減できる上
に、ランニングコスト面においても同様の効果が
得られる。 従来の処理方法で行つている稀釈調整放流方式
と異り本発明方法は処理水を気化・凝縮するとと
もに、処理水中に含有しているNaClおよび
(NH42SO4を結晶物として取り出し、無公害の
ものを大気中に自然蒸発させるとともに土壤に浸
透せしめ自然破壊を完全に防止できるようにする
ことを発明の要旨とするものである。 本発明を実施例により工程図、および表を用い
て説明する。第1表は本発明の方法の工程の系統
図であり、また第2表は各セクシヨンの排水の実
証数値を示したものである。
The present invention relates to a method for treating human waste without dilution or discharge. As is well known, human waste should originally be treated in public sewage treatment plants along with other wastewater, but home septic tanks have become quite popular as a method for treating human waste. However, there is still a huge amount of waste that depends on the old method of pumping (and recently, using pump trucks). This collected human waste is converted into fertilizer (5
% or less), ocean dumping (approximately 20%), human waste treatment facilities (including household septic tanks) (60%), and others (more than 10%); ) is a sanitary problem, and its inflow into the ocean can cause red tide, which is a source of trouble. The human waste delivered to the treatment plant is screened to remove coarse impurities, digested in a digestion tank at 30-37℃ for approximately 30 days, and the BOD (biochemical oxygen demand) of the desorbed liquid is diluted appropriately. The water is adjusted, treated aerobically on a spray bed, sterilized with chlorine, and then released. In addition, the methane gas generated at this time is currently used as fuel, and the digested sludge is used as fertilizer after being dehydrated, resulting in huge equipment costs and maintenance costs. In the present invention, raw human waste is separated into impurities and a desorbed liquid in a pretreatment process, and the desorbed liquid is processed in a non-dilution biological treatment device via an aerobic or anaerobic digestion process. The excess sludge generated in this biological treatment process is concentrated and
After dehydration, the dehydrated liquid is returned to the biological treatment device and treated together with the dehydrated liquid. The surplus sludge generated here is converted into solid fuel and incinerated, while the thermal energy of the combustion gas generated at this time is used to generate saturated steam, and the treated water of the desorbed liquid is pressurized using the steam. NaCl, which is vaporized and condensed by the evaporation method and contained in the treated water,
(NH 4 ) 2 SO 4 is extracted as a crystal, and the remaining harmless treated water is subjected to natural reduction treatment through natural evaporation and soil infiltration using the evaporation diffusion method, and the odor generated in each device is eliminated. High temperature (850℃) inside the furnace as combustion air in the incineration process
In addition to oxidation treatment, we also apply adsorption treatment using activated carbon or the like to make the material non-polluting and to provide a method for processing and disposing it at low cost. Since the above treatment method is non-dilution biological treatment,
The treated water itself can be treated in the same amount as it is, which can significantly reduce equipment space and costs, as well as provide a similar effect in terms of running costs. Unlike the dilution adjustment and discharge method used in conventional treatment methods, the method of the present invention not only vaporizes and condenses treated water, but also extracts NaCl and (NH 4 ) 2 SO 4 contained in the treated water as crystals. The gist of the invention is to allow a non-polluting substance to naturally evaporate into the atmosphere and permeate into the soil, thereby completely preventing the destruction of nature. The present invention will be explained by way of examples using process diagrams and tables. Table 1 is a flow diagram of the steps of the method of the present invention, and Table 2 shows the verified values for the drainage of each section.

【表】 さらに本発明方法につき以下図面によつて説明
する。 第1図は本発明の無稀釈生物処理の概念を示す
第1系統図であり、第2図は本発明の余剰汚泥固
形燃料化ならびにこのものの処理の概念を示す第
2系統図、また第3図は本発明の脱離液処理水の
加圧蒸発処理および蒸発拡散処理の概念を示す第
3系統図である。 先ず前処理として原し尿aを沈澱槽1を経由し
て受入槽2に搬入する。搬入された原し尿中の夾
雑物を破砕すべくポンプ式破砕機3に移送し、破
砕された夾雑物はロータリー・ドラム・スクリー
ン4、およびスクリユープレス5を経由して夾雑
物は貯溜バンカー25に一時貯溜され、原し尿中
の夾雑物と分離された離脱液bはロータリー・ド
ラム・スクリーン4およびスクリユープレス5で
発生した脱離液と共に貯溜槽6に貯溜し、順次消
化工程に入る。脱離液bは消化槽7に移送した
後、そこで48時間滞溜せしめる。 消化処理された脱離液は無稀釈生物処理装置8
において72時間処理され、第1脱離槽9にオーバ
フローで移送し、48時間処理された後、その脱離
液はオーバフローによりさらに第1沈澱槽10に
移送し、脱離液中の汚泥を24時間処理して分離さ
せ、脱離液はオーバフローで第1消化槽11に移
送される。 またこゝで分離された汚泥は汚泥受槽15にポ
ンプアツプして移送される。 第1消化槽11で48時間の処理が行われその脱
離液はオーバフローにより第2脱窒槽12に移送
され、24時間の処理後さらにオーバフローで第2
消化槽13で移送される。こゝで24時間の処理
後、オーバフローにより第2沈澱槽14に移送さ
れ、12時間の処理後、脱離液と汚泥に分離せし
め、汚泥はポンプアツプして第2脱窒槽12に返
送されて再び処理される。またこゝで分離された
脱離液はポンプアップして液槽42に移送され
る。 一方汚泥受入槽15に搬入された汚泥cは、上
記受入槽15の底部に設けられた空気散気管16
により空気dで汚泥を適度に撹拌する。この汚泥
をポンプアツプして濃縮槽17に移送する。この
濃縮槽17上部にスクリーン18を設け、汚泥と
脱離液eに分離し、この脱離液eをポンプアツプ
して第1消化槽11に返送する。また分離された
汚泥には脱水助剤f、(燃焼灰あるいは微粉炭、
木粉等)および高分子凝縮剤gを混合し、汚泥槽
19に搬送する。この汚泥槽19の底部には空気
散気管20を設けられており空気dにより上記汚
泥を適度に撹拌し、この汚泥をポンプアツプして
濃縮分離器槽21に移送する。この槽21の上部
にスクリーン22を設けこれにより脱離液eと汚
泥とに分離し、脱離液eはポンプアツプして第1
消化槽11に返送する。上記の汚泥は脱水機23
で強力に脱水され、汚泥の含水分率を50%にし
て、脱離液eと汚泥とに分離する。 この脱離液eはポンプアツプされ第1消化槽1
1に返送し、また分離された汚泥は搬送コンベア
ー24により貯溜バンカー25に搬送・貯溜す
る。 このバンカー25の底部に定量供給切り出し機
26を設け、この汚泥の定量供給切り出しをして
搬送機(図示せず)にて定量フイーダー27に搬
送して第2図に見られるように、旋回流動層焼却
炉28に装入することにより瞬時にして乾燥・燃
焼することができる。この焼却炉28下部にパド
ルフイーダー29を設け、流動熱媒体である硅砂
とクリンカーを炉外に搬送し、過流分離器30に
より硅砂とクリンカーを分離する。この硅砂は順
次炉内に戻し、クリンカーは搬送機(図示せず)
で残渣バンカー(図示せず)に搬送・貯溜する。
焼却炉28の上部に設けた燃焼廃ガス出口から燃
焼灰の殆んどを含んだ廃ガスは機械式集塵機31
に誘引され、こゝで排ガス中の燃焼灰渦流分離さ
れ、灰は集塵機31下部に設けた出口より搬出さ
れ、脱水助剤あるいは農地等の土壤改良剤として
使用される。 また過流分離器30を経由して排ガス(450℃)
は洗浄塔37に誘引される。上記燃焼灰と分離さ
れた排ガスは熱媒体流動用予熱器32および燃焼
用空気予熱器33に誘引され、高温廃ガスのもつ
熱エネルギーで上記予熱器32,33にそれぞれ
臭気を含んだ常温空気hを流動用押込送風機34
と燃焼用押込送風機35を経由して熱交換され
各々の使用箇所に供給される。上記空気予熱器3
3を経由した高温排ガスは廃熱ボイラー36に導
かれ、この排ガス中の熱エネルギーで給水iされ
るものを水蒸気に熱交換して第3図に示すように
加圧蒸発装置の蒸気加熱器49に送り込み液j
の気化用エネルギーとして使用し、こゝで熱交換
されたドレンkはポンプアツプされドレン槽59
に移送される。 廃熱ボイラー36を経由した排ガスは洗浄塔3
7に導かれ排ガス中の煤塵・硫黄酸化物、および
塩化水素等の二次公害の虞れあるものを洗浄・吸
収し、洗浄水lは弱アルカリ性にして循環槽38
に貯溜して蒸発分のみ給水iしながら循環使用す
る。SS(浮遊物質)濃度の調整を行つた引抜き汚
泥cはポンプアツプして汚泥受入槽15に返送さ
れる。また洗浄塔37を経由した排ガスは誘引排
風機39を経由し、煙突40から大気中に放出さ
れる。 廃熱ボイラー36で発生する水蒸気量が不足し
た場合や立上り時に、ボイラー41を設けて給水
iを熱交換して蒸気加熱器49に送り、液jの
気化用エネルギーとして使用する。 液槽42に貯溜された液は液供給ポンプ
43でポンプアツプして予熱器44を通過中に戻
りドレンkと熱交換され90℃前後の熱水となるの
で、蒸気循環ポンプ45でポンプアツプし、加熱
器46に送られ更に蒸発缶47に導かれる。こゝ
で熱水化された液は蒸気循環ポンプ45でポン
プアツプし、加熱器46と蒸発缶47の間を循環
せしめる。また蒸発缶47には蒸気出口、循環口
および抜き出し口を設け、抜き出し口より液を
結晶缶循環ポンプ48でポンプアツプした後、蒸
気加熱器49を経由して熱交換され、結晶缶50
に送り込まれる。結晶缶50には蒸気出口、循環
口および抜き出し口を設け、循環口からの液は
結晶缶循環ポンプ48でポンプアツプし、蒸気加
熱器49と結晶缶50との間を循環せしめる。結
晶缶50の抜き出し口より液を結晶缶抜き出し
ポンプ51でポンプアツプした後、サイクロン5
2に送り、液と結晶物に渦流分離し、その液
は結晶缶循環ポンプ48に送られて蒸気加熱器4
9と結晶缶50の間を循環する。 結晶物は結晶物分離機53に搬送され、こゝで
結晶物中の液が分離された結晶物は搬送機(図
示せず)で結晶物バンカー54に貯溜後、順次搬
出する。また液は母液受槽55に貯溜し、母液
戻しポンプ56でポンプアツプした後、結晶缶循
環ポンプ48に送り蒸気加熱器49と結晶缶50
との間を循環せしめる。 蒸発缶47および結晶缶50の各々の蒸気出口
から缶内で発生した蒸気をミストセパレーター5
7を経由して蒸気圧縮機58で吸引・圧縮し、
120℃程度の蒸気にして加熱器46および予熱器
44を経由しながら熱交換し、30〜40℃の温水に
してドレン槽59に貯溜後、ドレン抜き出しポン
プ60でポンプアツプし蒸発拡散装置61に移送
し大気中に自然蒸発ならびに土壤mへ浸透による
無放流処理を行う。 尚、臭気については汚泥固形燃料焼却時に焼却
炉28内での高温酸化処理を行う一方、脱臭装置
62でも活性炭による吸着処理された後、大気中
に放流する。廃熱ボイラー36およびボイラー4
1で発生する蒸気はプラントスタート時にのみ使
用し、通常は使用しなくてもよいから本発明の方
法は省エネルギシステムということができる。 本発明の無稀釈、無放流によるし尿処理方法は
上述のように極めて効率よく、経常費の節減と相
俟つて人件費も従来の処理方法と比較して大幅に
軽減される点でも極めて優れており、工場用地も
極めて小さくすむことも大きな利点というべきで
ある。
[Table] The method of the present invention will be further explained with reference to the drawings below. FIG. 1 is a first system diagram showing the concept of non-dilution biological treatment of the present invention, FIG. The figure is a third system diagram showing the concept of pressurized evaporation treatment and evaporation diffusion treatment of desorbed liquid-treated water of the present invention. First, raw human waste a is carried into a receiving tank 2 via a sedimentation tank 1 as a pretreatment. The impurities in the imported raw human waste are transferred to the pump crusher 3 for crushing, and the crushed impurities are sent to the storage bunker 25 via the rotary drum screen 4 and the screw press 5. The separated liquid b, which has been temporarily stored in the raw human waste and separated from the impurities in the raw human waste, is stored in a storage tank 6 together with the separated liquid generated in the rotary drum screen 4 and the screw press 5, and sequentially enters the digestion process. After the desorbed liquid b is transferred to the digestion tank 7, it is left there for 48 hours. The digested solution is transferred to the non-dilution biological treatment equipment 8.
The desorbed liquid was treated for 72 hours and transferred to the first desorption tank 9 by overflow, and after being treated for 48 hours, the desorbed liquid was further transferred to the first settling tank 10 by overflow, and the sludge in the desorbed liquid was After time treatment and separation, the desorbed liquid is transferred to the first digestion tank 11 as an overflow. The sludge separated here is pumped up and transferred to the sludge receiving tank 15. After 48 hours of treatment in the first digestion tank 11, the denitrified liquid is transferred to the second denitrification tank 12 by overflow, and after 24 hours of treatment, the denitrified liquid is transferred to the second denitrification tank 12 by overflow.
It is transferred in a digestion tank 13. After 24 hours of treatment, it is transferred to the second settling tank 14 due to overflow, and after 12 hours of treatment, it is separated into desorbed liquid and sludge, and the sludge is pumped up and returned to the second denitrification tank 12 to be recycled again. It is processed. Further, the desorbed liquid separated here is pumped up and transferred to the liquid tank 42. On the other hand, the sludge c carried into the sludge receiving tank 15 is transferred to an air diffuser pipe 16 provided at the bottom of the receiving tank 15.
The sludge is appropriately stirred with air d. This sludge is pumped up and transferred to the thickening tank 17. A screen 18 is provided above the thickening tank 17 to separate the sludge and the desorbed liquid e, and the desorbed liquid e is pumped up and returned to the first digestion tank 11. In addition, the separated sludge contains dehydration aid f, (combustion ash or pulverized coal,
(wood flour, etc.) and polymer condensing agent g are mixed and transported to the sludge tank 19. An air diffuser pipe 20 is provided at the bottom of the sludge tank 19, and the sludge is appropriately agitated with air d, and the sludge is pumped up and transferred to the concentration separator tank 21. A screen 22 is provided at the top of this tank 21 to separate the desorbed liquid e and sludge, and the desorbed liquid e is pumped up to the first
It is returned to the digestion tank 11. The above sludge is removed from the dehydrator 23.
The sludge is strongly dehydrated, the moisture content of the sludge is reduced to 50%, and the sludge is separated into desorbed liquid e and sludge. This desorbed liquid e is pumped up into the first digestion tank 1.
The separated sludge is transported and stored in a storage bunker 25 by a transport conveyor 24. A metering feed cutter 26 is installed at the bottom of the bunker 25, and the sludge is cut out and fed in a metered manner, and then conveyed to the metering feeder 27 by a conveyor (not shown).As shown in FIG. By charging it into the bed incinerator 28, it can be dried and burned instantly. A paddle feeder 29 is provided at the bottom of the incinerator 28 to transport silica sand and clinker, which are fluid heat transfer media, out of the furnace, and a turbulent separator 30 separates the silica sand and clinker. This silica sand is returned to the furnace one by one, and the clinker is transported by a conveyor (not shown).
The residue is transported and stored in a residue bunker (not shown).
The waste gas containing most of the combustion ash is collected from the combustion waste gas outlet provided at the upper part of the incinerator 28 through a mechanical dust collector 31.
At this point, the combustion ash in the exhaust gas is separated by a vortex flow, and the ash is carried out from an outlet provided at the bottom of the dust collector 31 and used as a dehydration aid or soil conditioner for farmland, etc. In addition, exhaust gas (450℃) is passed through the overflow separator 30.
are attracted to the washing tower 37. The exhaust gas separated from the combustion ash is attracted to the heat medium flow preheater 32 and the combustion air preheater 33, and the thermal energy of the high temperature exhaust gas is used to supply the room temperature air h containing odor to the preheaters 32 and 33, respectively. Forced air blower for flow 34
The heat is exchanged with the combustion forced air blower 35, and the air is supplied to each location where it is used. Above air preheater 3
The high-temperature exhaust gas that has passed through 3 is led to the waste heat boiler 36, and the heat energy in the exhaust gas is used to heat the water to be supplied to water vapor, which is then transferred to the steam heater 49 of the pressurized evaporator as shown in FIG. Pour liquid into
The drain k that has been heat exchanged here is pumped up and sent to the drain tank 59.
will be transferred to. The exhaust gas that has passed through the waste heat boiler 36 is sent to the cleaning tower 3
7, which washes and absorbs dust, sulfur oxides, hydrogen chloride, and other substances that may cause secondary pollution in the exhaust gas, and makes the washing water slightly alkaline to circulate tank 38.
Water is stored in the water and circulated while supplying only the evaporated water. The drawn sludge c whose SS (suspended solids) concentration has been adjusted is pumped up and returned to the sludge receiving tank 15. Further, the exhaust gas that has passed through the cleaning tower 37 passes through an induced draft fan 39 and is discharged into the atmosphere from a chimney 40. When the amount of steam generated in the waste heat boiler 36 is insufficient or at the time of start-up, a boiler 41 is provided to exchange heat with the feed water i and send it to the steam heater 49, where it is used as energy for vaporizing liquid j. The liquid stored in the liquid tank 42 is pumped up by the liquid supply pump 43 and returned while passing through the preheater 44 and exchanged heat with the drain k to become hot water at around 90°C.The liquid is then pumped up by the steam circulation pump 45 and heated. It is sent to a vessel 46 and further guided to an evaporator 47. The liquid thus turned into hot water is pumped up by a steam circulation pump 45 and circulated between a heater 46 and an evaporator 47. Further, the evaporator 47 is provided with a steam outlet, a circulation port, and an extraction port, and after the liquid is pumped up from the extraction port by the crystal can circulation pump 48, it is heat exchanged via the steam heater 49, and the liquid is transferred to the crystal can 50.
sent to. The crystal can 50 is provided with a steam outlet, a circulation port, and an extraction port, and the liquid from the circulation port is pumped up by the crystal can circulation pump 48 and circulated between the steam heater 49 and the crystal can 50. After pumping up the liquid from the outlet of the crystal can 50 with the crystal can extraction pump 51, the cyclone 5
2, the liquid is separated into a liquid and a crystal by vortex flow, and the liquid is sent to a crystal tank circulation pump 48 and then to a steam heater 4.
9 and the crystal can 50. The crystals are transported to a crystal separator 53, where the liquid in the crystals is separated, and the crystals are stored in a crystal bunker 54 by a transporter (not shown) and then sequentially transported out. In addition, the liquid is stored in a mother liquor receiving tank 55, pumped up by a mother liquor return pump 56, and then sent to a crystal can circulation pump 48 to a steam heater 49 and a crystal can 50.
It circulates between The steam generated in the evaporator can 47 and the crystallizer can 50 is transferred from the steam outlet to the mist separator 5.
7, suctioned and compressed by a vapor compressor 58,
The steam is converted into steam at about 120°C and heat exchanged via the heater 46 and preheater 44, and heated water at 30 to 40°C is stored in the drain tank 59. After that, it is pumped up by the drain extraction pump 60 and transferred to the evaporation diffusion device 61. Natural evaporation into the atmosphere and infiltration into the soil are performed without any release. Regarding odor, when the sludge solid fuel is incinerated, high-temperature oxidation treatment is performed in the incinerator 28, while the odor is also subjected to adsorption treatment using activated carbon in the deodorizing device 62, and then released into the atmosphere. Waste heat boiler 36 and boiler 4
The steam generated in step 1 is used only at the time of starting the plant and does not need to be used normally, so the method of the present invention can be called an energy-saving system. As mentioned above, the non-diluting, non-discharging human waste treatment method of the present invention is extremely efficient, and is also extremely superior in that it not only saves ordinary expenses but also significantly reduces labor costs compared to conventional treatment methods. Another major advantage is that the amount of land required for the factory is extremely small.

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

第1図は本発明の無稀釈、無放流によるし尿処
理方法の概念を示す第1系統図、第2図は同じく
第2系統を示す系統図、第3図は同じく第3系統
を示す系統図である。 1……沈砂槽、2……受入槽、3……ポンプ式
破砕機、4……ロータリー・ドラム・スクリー
ン、5……スクリユープレス、6……貯溜槽、7
……消化槽、8……無稀釈生物処理装置、9……
第1脱窒槽、10……第1沈澱槽、11……第1
消化槽、12……第2脱窒槽、13……第2消化
槽、14……第2沈澱槽、15……汚泥受入槽、
16……空気散気管、17……濃縮槽、18……
スクリーン、19……汚泥槽、20……空気散気
管、21……濃縮分離槽、22……スクリーン、
23……脱水機、24……搬送コンベアー、25
……貯溜バンカー、26……定量供給切り出し
機、27……定量フイーダー、28……旋回流動
層式焼却炉、29……パドルフイーダー、30…
…渦流分離器、31……機械式集塵機、32……
流動用空気予熱器、33……燃焼用空気予熱器、
34……流動用押込送風機、35……燃焼用押込
送風機、36……廃熱ボイラー、37……洗浄
塔、38……循環槽、39……誘引排風機、40
……煙突、41……ボイラー、42……液槽、
43……液供給ポンプ、44……予熱器、45
……蒸気循環ポンプ、46……加熱器、47……
蒸発缶、48……結晶缶循環ポンプ、49……蒸
気加熱器、50……結晶缶、51……結晶缶抜き
出しポンプ、52……サイクロン、53……結晶
物分離機、54……結晶物バンカー、55……母
液受槽、56……母液戻しポンプ、57……ミス
トセパレーター、58……蒸気圧縮機、59……
ドレン槽、60……ドレン抜き出しポンプ、61
……蒸気拡散装置、62……脱臭装置、a……原
し尿、b……脱離液、c……汚泥、d……空気、
e……脱離液、f……脱水助剤、g……高分子凝
集剤、h……臭気を含んだ常温空気、i……給
水、j……液、k……ドレン、l……洗浄水、
m……土壤、n……大気、o……夾雑物、p……
ポンプ、q……クリンカー、r……燃焼灰。
Fig. 1 is a first system diagram showing the concept of the non-dilution, non-discharge human waste treatment method of the present invention, Fig. 2 is a system diagram showing the second system, and Fig. 3 is a system diagram showing the third system. It is. 1...Sand settling tank, 2...Receiving tank, 3...Pump type crusher, 4...Rotary drum screen, 5...Screw press, 6...Storage tank, 7
... Digestion tank, 8 ... Non-dilution biological treatment device, 9 ...
1st denitrification tank, 10...1st sedimentation tank, 11...1st
Digestion tank, 12...Second denitrification tank, 13...Second digestion tank, 14...Second sedimentation tank, 15...Sludge receiving tank,
16... Air diffuser pipe, 17... Concentrator tank, 18...
Screen, 19...Sludge tank, 20...Air diffuser pipe, 21...Concentration separation tank, 22...Screen,
23... Dehydrator, 24... Conveyor, 25
...Storage bunker, 26...Quantitative supply cutting machine, 27...Quantitative feeder, 28...Swirling fluidized bed incinerator, 29...Paddle feeder, 30...
... Eddy current separator, 31 ... Mechanical dust collector, 32 ...
Flowing air preheater, 33... Combustion air preheater,
34... forced air blower for fluidization, 35... forced air blower for combustion, 36... waste heat boiler, 37... washing tower, 38... circulation tank, 39... induced exhaust fan, 40
... Chimney, 41 ... Boiler, 42 ... Liquid tank,
43...Liquid supply pump, 44...Preheater, 45
...Steam circulation pump, 46...Heater, 47...
Evaporator, 48... Crystal can circulation pump, 49... Steam heater, 50... Crystal can, 51... Crystal can extraction pump, 52... Cyclone, 53... Crystal material separator, 54... Crystal material Bunker, 55...mother liquor receiving tank, 56...mother liquor return pump, 57...mist separator, 58...vapor compressor, 59...
Drain tank, 60...Drain extraction pump, 61
... vapor diffusion device, 62 ... deodorizing device, a ... raw human waste, b ... desorption liquid, c ... sludge, d ... air,
e...Desorption liquid, f...Dehydration aid, g...Polymer flocculant, h...Room temperature air containing odor, i...Water supply, j...Liquid, k...Drain, l... washing water,
m...soil, n...atmosphere, o...impurities, p...
Pump, q... clinker, r... combustion ash.

Claims (1)

【特許請求の範囲】[Claims] 1 原し尿を前処理により夾雑物と脱離液に分離
し、この脱離液を好気あるいは嫌気消化工程を経
由して無稀釈生物処理して発生した余剰汚泥を濃
縮・脱水後、その液を上記生物処理装置に戻
し、上記脱離液と一緒に処理するとともに、こゝ
で発生する汚泥を固形燃料化し、該固形化燃料を
上記夾雑物と共に焼却装置で処理し、これに伴つ
て発生する熱エネルギー(飽和水蒸気)により上
記生物処理装置で処理された処理水を加圧蒸発方
式により気化・凝縮し、このものを蒸発拡散方式
にて無放流処理するとともに、工程中で発生する
臭気を集めて高温酸化あるいは吸着処理により除
去することを特徴とする無稀釈、無放流によるし
尿処理方法。
1. Separate raw human waste into impurities and desorbed liquid through pretreatment, and use the aerobic or anaerobic digestion process to treat the desorbed liquid with undiluted biological treatment. After concentrating and dewatering the surplus sludge, the liquid is The sludge is returned to the biological treatment device and treated together with the desorbed liquid, and the sludge generated here is turned into solid fuel. Using thermal energy (saturated steam) to vaporize and condense the treated water treated with the biological treatment equipment above using a pressurized evaporation method, this water is treated with no discharge using an evaporation diffusion method, and the odor generated during the process is eliminated. A non-dilutive, non-discharged human waste treatment method characterized by collecting and removing it by high-temperature oxidation or adsorption treatment.
JP57036120A 1982-03-08 1982-03-08 Treatment of night soil without dilution nor releasing Granted JPS58153600A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57036120A JPS58153600A (en) 1982-03-08 1982-03-08 Treatment of night soil without dilution nor releasing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57036120A JPS58153600A (en) 1982-03-08 1982-03-08 Treatment of night soil without dilution nor releasing

Publications (2)

Publication Number Publication Date
JPS58153600A JPS58153600A (en) 1983-09-12
JPH0218156B2 true JPH0218156B2 (en) 1990-04-24

Family

ID=12460911

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57036120A Granted JPS58153600A (en) 1982-03-08 1982-03-08 Treatment of night soil without dilution nor releasing

Country Status (1)

Country Link
JP (1) JPS58153600A (en)

Also Published As

Publication number Publication date
JPS58153600A (en) 1983-09-12

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