JPS6022995A - Treating process for sludge - Google Patents
Treating process for sludgeInfo
- Publication number
- JPS6022995A JPS6022995A JP58129928A JP12992883A JPS6022995A JP S6022995 A JPS6022995 A JP S6022995A JP 58129928 A JP58129928 A JP 58129928A JP 12992883 A JP12992883 A JP 12992883A JP S6022995 A JPS6022995 A JP S6022995A
- Authority
- JP
- Japan
- Prior art keywords
- sludge
- concentrated sludge
- concentrated
- initial
- digestion
- 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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E50/00—Technologies for the production of fuel of non-fossil origin
- Y02E50/30—Fuel from waste, e.g. synthetic alcohol or diesel
Landscapes
- Treatment Of Sludge (AREA)
Abstract
Description
【発明の詳細な説明】 本発明は汚泥処理方法に関する。[Detailed description of the invention] The present invention relates to a sludge treatment method.
沈殿池から取り出された生汚泥を汚泥処理する場合に、
従来はこの生汚泥を消化槽内で消化させ、これにより生
じた脱水汚泥を脱水処理させるのが一般的である。とこ
ろで4通常前記生汚泥は、最初沈殿池から取り出された
後に濃縮された初沈濃縮汚泥と、余剰濃縮汚泥や高次処
理濃縮汚泥等の難脱水性濃縮汚泥とからなり、従来は両
者を配合させた状態で消化処理している。しかし、一般
に初沈濃縮汚泥は消化効率が良好であるのに反して難脱
水性濃縮汚泥は消化効率が悪いという特性を有している
。したがって、上記従来のものでは。When treating raw sludge taken out from a settling tank,
Conventionally, this raw sludge is generally digested in a digestion tank, and the resulting dewatered sludge is dehydrated. By the way, 4. The raw sludge usually consists of initial settled thickened sludge that is concentrated after being taken out from the initial settling tank, and difficult-to-drain thickened sludge such as excess thickened sludge or higher-level treated thickened sludge, and conventionally, both are mixed together. Digestion is carried out in this state. However, in general, primary sedimentation thickened sludge has good digestion efficiency, whereas difficult-to-dehydrate thickened sludge has a characteristic of poor digestion efficiency. Therefore, in the above conventional one.
汚泥全体の消化効率は必ずしも満足できる、ものではな
いという問題がある。There is a problem that the digestion efficiency of the sludge as a whole is not necessarily satisfactory.
そこで本発明は、消化槽における消化効率の向上を図る
ことを目的とするものである。Therefore, an object of the present invention is to improve the efficiency of digestion in a digestion tank.
この目的を達成するため本発明は、被処理汚泥を初沈濃
縮汚泥と難脱水性濃縮汚泥とに分離し、前記初沈濃縮汚
泥を消化槽で消化させ、前記難脱水性濃縮汚泥を反応缶
で熱処理させ、且つ発生した分離液を0「記消化槽に供
給させるものである。In order to achieve this object, the present invention separates sludge to be treated into primary sedimentation thickened sludge and difficult-to-dewatering thickened sludge, digests the primary settling thickened sludge in a digestion tank, and converts the hard-to-dewatering thickened sludge into a reaction tank. The separated liquid produced is then supplied to a 0.5-mm digestion tank.
したがって、初沈濃縮汚泥と可溶化した有機分を含む分
離液とを消化槽で消化することになり、両者はともに消
化効率が良好であることから消化効率の向上を図ること
ができ、しかも難脱水性濃縮汚泥は熱処理によりその脱
水性を改善することができる。Therefore, the initial sedimentation thickened sludge and the separated liquid containing solubilized organic matter are digested in the digestion tank, and since both have good digestion efficiency, it is possible to improve the digestion efficiency. The dewaterability of dewaterable thickened sludge can be improved by heat treatment.
以下を本発明の一実施例を図面にもとづいて説明する。An embodiment of the present invention will be described below based on the drawings.
図面において、(1)lよ最初沈殿池から取り出された
後に濃縮された初沈濃縮汚泥の処理系であり、初沈濃縮
汚泥の供給を受けてこれを昇温させる熱交換器(2)と
、熱交換器(2)からの初沈濃縮汚泥を消化させる消化
槽(3)と、消化槽(3)からの消化汚泥を脱水させる
第1ψ脱水機(4)とを有している。In the drawing, (1) 1 is a treatment system for primary sedimentation thickened sludge that is concentrated after being taken out from the primary settling tank, and includes a heat exchanger (2) that receives the primary sedimentation thickened sludge and raises its temperature. , a digestion tank (3) for digesting the initially settled thickened sludge from the heat exchanger (2), and a first ψ dehydrator (4) for dewatering the digested sludge from the digestion tank (3).
また、(5)は余剰濃縮汚泥や高次処理濃縮汚泥等の難
脱水性濃縮汚泥の処理系であり、この難脱水性濃縮汚泥
の供給を受けてこれを熱処理させる熱処理装! (6)
と、熱処理装置(6)からの熱処理汚泥を脱水させる第
2脱水機(7)・とを有し−でいる〇熱処理装置(6)
は、供給された難脱水性濃縮汚泥を加熱するための第1
熱交換器(8)と、第1熱交換器(8)から供給される
加熱後の汚泥を、空気供給経路(ejからの空気で接触
混和させるとともに蒸気供給経路αQからの蒸気で16
5℃以下に加熱し、低温加圧方式により熱処理させる反
応缶(ロ)と1反応缶四からの熱処理汚泥を冷却させる
第2熱交換器(2)と、排泥弁開とを有している。σ4
は反応缶(II)からの分解ガス排出路である。また(
イ)は汚泥の冷却および加熱系であり、第2熱交換器四
にて熱処理汚泥を冷却することにより反対に加熱された
軟水を第1熱交換器(8)に通し、′この第1熱交換器
(8)にて汚泥を加熱させている。rJQは膨張タンク
%qηは循環ポンプであり、これらにより循環系を構成
している。In addition, (5) is a treatment system for difficult-to-dewater thickened sludge such as surplus thickened sludge and higher-level treated thickened sludge, and is a heat treatment system that receives the supply of this difficult-to-dewater thickened sludge and heat-processes it! (6)
and a second dehydrator (7) for dehydrating the heat treated sludge from the heat treatment device (6).
is the first stage for heating the supplied thickened sludge that is difficult to dewater.
The heated sludge supplied from the heat exchanger (8) and the first heat exchanger (8) is mixed in contact with air from the air supply route (ej) and mixed with steam from the steam supply route αQ.
It has a reaction vessel (b) which is heated to 5°C or less and subjected to heat treatment using a low-temperature pressurization method, a second heat exchanger (2) which cools the heat-treated sludge from one reaction vessel four, and a sludge removal valve opened. There is. σ4
is a cracked gas discharge path from the reaction vessel (II). Also(
b) is a sludge cooling and heating system, in which heated soft water is passed through the first heat exchanger (8) by cooling the heat-treated sludge in the second heat exchanger (4); The sludge is heated in the exchanger (8). rJQ is an expansion tank, %qη is a circulation pump, and these constitute a circulation system.
(至)は第1脱水機(4)からの脱水ケーキと、第2脱
・水様(7)からの脱水ケーキとをともに図外の焼却
炉等へ搬出するための搬出経路である。(To) is a transport route for transporting both the dehydrated cake from the first dehydrator (4) and the dehydrated cake from the second dehydrator (7) to an incinerator, etc. not shown.
Q嗜は反応缶(ロ)から排出された処理汚泥が濃縮槽(
ハ)で固液分離された分離液の排出経路、また(ホ)け
第2脱水機(7)からの炉液排出経路であり、両者は結
合して混合液の供給経路御となり、熱交換器(2)の汚
泥供給側に導かれている。また(2)は消化槽(3)に
て発生した消化ガスの排出経路であり、途中で分岐され
て、−万(22a)は反応缶(IXIへの蒸気を発生さ
せるボイラーへ、他方(22b)は熱交換器(2)に循
環させる温水を発生させるボイラ(財)へそれぞれ接続
されている。(2)は温水の循環経路である。Q: The treated sludge discharged from the reaction tank (B) is transferred to the thickening tank (
This is the discharge route for the separated liquid separated into solid and liquid in (c), and the furnace liquid discharge route from the second dehydrator (7), and both are combined to control the supply route of the mixed liquid and exchange heat. It is led to the sludge supply side of vessel (2). In addition, (2) is the exhaust route for the digestion gas generated in the digestion tank (3), which is branched in the middle, and -10 (22a) is the exhaust route for the boiler that generates steam for the reaction can (IXI), and the other (22b) ) are each connected to a boiler that generates hot water to be circulated to the heat exchanger (2). (2) is a hot water circulation path.
汚泥処理の手順を説明する。最初沈殿池から取り出され
た後、濃度4%程度に濃縮された初沈濃縮汚泥と、濃度
4%程度に濃縮された余剰濃縮汚泥や同程度に濃縮され
た高次処理濃縮汚泥等の難脱水性濃縮汚泥とをそれぞれ
処理系(υ及び(5)に供給する。Explain the procedure for sludge treatment. After being taken out from the initial settling tank, the initial settled thickened sludge is concentrated to a concentration of about 4%, surplus thickened sludge concentrated to a concentration of about 4%, and highly processed thickened sludge concentrated to the same level that are difficult to dewater. and thickened sludge are respectively supplied to the treatment system (υ and (5)).
処理系(υに供給された初沈濃縮汚泥の温度を20℃と
すると、この初沈濃縮汚泥は供給経路ゆからの分離液と
P′液との混合液(後述のように60℃となっている)
が混入されて85℃に昇温され、これらはともに熱交換
器(2)で40℃に加熱されて、消化槽(3)で消化さ
れる。消化槽(3)からの消化汚泥は第1脱水機(4)
で薬注脱水される。Assuming that the temperature of the initially settled thickened sludge supplied to the treatment system (υ) is 20°C, this initially settled thickened sludge is a mixture of the separated liquid from the supply route and the P' liquid (at 60°C as described later). ing)
is mixed in and heated to 85°C, both of which are heated to 40°C in a heat exchanger (2) and digested in a digestion tank (3). Digested sludge from the digestion tank (3) is transferred to the first dehydrator (4)
The patient will be dehydrated and treated with medicine.
一方・処理系(5)に供給された難脱水性濃縮汚泥は、
第1熱交換器(8)で加熱された後反応缶(Inに送ら
れ、空気供給経路(9)からの空気と蒸気供給経路(I
Gからの蒸気によって熱処理される。反応缶(ロ)から
の熱処理汚泥は第2熱交換器(2)にて冷却され。On the other hand, the difficult-to-dewater thickened sludge supplied to the treatment system (5) is
After being heated in the first heat exchanger (8), the air is sent to the reaction vessel (In), and the air from the air supply route (9) and the steam supply route (I
Heat treated by steam from G. The heat-treated sludge from the reaction vessel (b) is cooled in the second heat exchanger (2).
第2脱水機(7)で無薬注脱水される。第1脱水機(4
)からの脱水ケーキおよび第2脱水機(7)からの脱水
ケーキは、ともに搬出経路(至)から図外の焼却炉へ送
られ、焼却処理される。Chemical-free dehydration is performed in the second dehydrator (7). 1st dehydrator (4
) and the dehydrated cake from the second dehydrator (7) are both sent to an incinerator (not shown) from the carry-out route (to) and are incinerated.
濃縮槽(ハ)で生じた分離液は分離液排出経路αψに排
出され、第2脱水機(7)からのP液はP液排出経路曽
に排出されて1両液は混合により60℃となり。The separated liquid generated in the concentration tank (c) is discharged to the separated liquid discharge path αψ, and the P liquid from the second dehydrator (7) is discharged to the P liquid discharge path Z, and the two liquids are mixed to a temperature of 60°C. .
供給経路四から熱交換器(2)の汚泥供給側へ導かれ。The sludge is led from supply route 4 to the sludge supply side of the heat exchanger (2).
前述のように初沈濃縮汚泥に混入されてこの初沈濃縮汚
泥を昇温させている。また、これら分離液と炉液はとも
に可溶化した有機分を含んでおり、この可溶化した有機
物(BODが高い)は初沈濃縮汚泥とともに消化槽(3
)で消化処理され、消化ガスの発生に寄与している。As mentioned above, it is mixed into the initially settled thickened sludge and the temperature of this initially settled thickened sludge is raised. In addition, both the separated liquid and the furnace liquid contain solubilized organic matter, and this solubilized organic matter (high BOD) is combined with the initial sedimentation thickened sludge in the digestion tank (3).
) and contributes to the generation of digestive gas.
消化槽(3)で発生した消化ガスは、排出経路(財)を
経て燃料としてボイラ@鱒に送られ、反応缶0へ供給す
る蒸気を発生させるとともに熱交換器(2)へ循環させ
る温水を発生させている。Digestion gas generated in the digestion tank (3) is sent to the boiler @ Masu as fuel via the exhaust route (goods), which generates steam to be supplied to the reactor 0 and hot water that is circulated to the heat exchanger (2). It is occurring.
このように本発明によれば、初沈濃縮汚泥と可溶化した
有機物を含む分離液とを消化槽(3)で消化することに
なり2両者はともに消化効率が良好であることから、第
1表に示すように従来の難脱水性濃縮汚泥をも消化処理
させたものに比べ、消化率の向上を図ることができ、単
位重量の分解有機物当りのガス発生量も増大させること
ができる。As described above, according to the present invention, the initial sedimentation thickened sludge and the separated liquid containing solubilized organic matter are digested in the digestion tank (3), and both have good digestion efficiency. As shown in the table, the digestibility can be improved and the amount of gas generated per unit weight of decomposed organic matter can be increased compared to the conventional method in which difficult-to-dehydrate thickened sludge is also digested.
第 1 表
0内は処理固形物総量を100とする
また。上記実施例のよう′に第2脱水機(7)からのP
液も消化槽(3)へ注入するようにすると、より一層消
化効率を向上させ得ることになる。第1表のデータはこ
のp液の分をも含んだものを示している。The values in Table 1 are based on the total amount of solids treated as 100. As in the above embodiment, P from the second dehydrator (7) is
If the liquid is also injected into the digestion tank (3), the efficiency of digestion can be further improved. The data in Table 1 also includes the p-liquid.
さらに、難脱水性濃縮汚泥を熱処理により脱水性が向上
するように処理していることから、結局脱水ケーキ固形
物量を従来のものに比べて低減できることになる。加え
て、一般に消4b汚泥は薬注脱水を行なわねばならず、
この薬注脱水では脱水後のケーキの含水率を80%程度
以下にすることが困難であるが、熱処理汚泥はフィルタ
ープレス等無薬注脱水が可能であり、この無薬注脱水で
は上記薬注脱水よりもケーキ含水率を低減可能であるた
め、本発明によればケーキ含水率も従来のものに比べて
低減できる。これらのことから、本発明によれば1次工
程における焼却炉等の負荷を少なくすることができる。Furthermore, since the hard-to-dewater concentrated sludge is heat-treated to improve its dewaterability, the amount of solid matter in the dewatered cake can be reduced compared to the conventional method. In addition, 4b sludge generally has to be chemically dehydrated.
Although it is difficult to reduce the water content of the cake after dehydration to about 80% or less with this chemical injection dehydration, it is possible to dehydrate heat-treated sludge without using a filter press, etc. Since the moisture content of the cake can be reduced more than dehydration, according to the present invention, the moisture content of the cake can also be reduced compared to the conventional method. For these reasons, according to the present invention, the load on the incinerator, etc. in the primary step can be reduced.
また1分離液およびP液を消化槽(3)に供給する初沈
濃縮汚泥に混合させることにより、この初沈濃縮汚泥を
昇温でき、少量の加温熱凰を熱交換器(2)に補給する
だけで所要温度に維持できることになる0なお・熱処理
で有機分を可溶化することによりBOD濃度は高くなる
が1分離液と炉液を消化槽(3月と投入することにより
、上記BOD濃度を178〜1/4.I、!度とするこ
とができ、分離液とP液の単独別処理は不要となる。In addition, by mixing the 1-separated liquid and the P liquid with the initially settled thickened sludge supplied to the digestion tank (3), the temperature of this initially settled thickened sludge can be raised, and a small amount of heating heat is supplied to the heat exchanger (2). 0 Note that the BOD concentration increases by solubilizing organic components through heat treatment, but 1. By charging the separated liquid and furnace liquid into the digestion tank (3 months), the above BOD concentration can be maintained. can be reduced to 178 to 1/4.I,! degrees, and separate treatment of the separated liquid and P liquid is not necessary.
以上述べたように本発明によると、初沈濃縮汚泥と可溶
化した有機分を含む分離液とを消化槽で消化することに
なり1両者はともに消化効率が良好であることから消化
効率の向上を図、凸ことができ、しかも難脱水性濃縮汚
泥は熱処理によりその脱水性を改善することができる。As described above, according to the present invention, the initial sedimentation concentrated sludge and the separated liquid containing solubilized organic matter are digested in the digestion tank, and both of them have good digestion efficiency, so the digestion efficiency is improved. As shown in the figure, thickened sludge that is convex and difficult to dewater can improve its dewaterability through heat treatment.
図面は本発明の一実施例を説明するための概略構成図で
ある。
(3)・・・消化槽、(4)・・・第1脱水機、(6)
・・・熱処理装置、(7)−・・第2脱水機、(ロ)・
・・反応缶、aす・・・分離液排出経路、四・・・ろ液
排出経路、御・・・供給経路代理人 森本義弘The drawings are schematic configuration diagrams for explaining one embodiment of the present invention. (3)... Digestion tank, (4)... First dehydrator, (6)
...Heat treatment equipment, (7)--Second dehydrator, (B)-
...Reactor, a...Separated liquid discharge route, 4...Filtrate discharge route,...Supply route Agent Yoshihiro Morimoto
Claims (1)
離し、前記初沈濃縮汚泥を消化槽で消化させ、前記難脱
水性濃縮汚泥を反応缶で熱処理させ、且つ発生した分離
液を前記消化槽に供給させることを特徴とする汚泥処理
力5強。1. Separate the sludge to be treated into initial settling concentrated sludge and separated water concentrated sludge, digesting the initial settling concentrated sludge in a digestion tank, heat-treating the difficult-to-dewater concentrated sludge in a reaction tank, and producing a separated liquid. A sludge processing power of 5 or more, characterized by supplying the above-mentioned digestion tank with sludge processing power.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58129928A JPS6022995A (en) | 1983-07-15 | 1983-07-15 | Treating process for sludge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58129928A JPS6022995A (en) | 1983-07-15 | 1983-07-15 | Treating process for sludge |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6022995A true JPS6022995A (en) | 1985-02-05 |
Family
ID=15021880
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP58129928A Pending JPS6022995A (en) | 1983-07-15 | 1983-07-15 | Treating process for sludge |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6022995A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5463545A (en) * | 1977-08-25 | 1979-05-22 | Richter Gedeon Vegyeszet | Method of and device for treating anaerobically digested sewage sludge |
JPS5845800A (en) * | 1981-09-11 | 1983-03-17 | Takuma Sogo Kenkyusho:Kk | Treatment of sludge |
JPS5895600A (en) * | 1981-11-30 | 1983-06-07 | Takuma Sogo Kenkyusho:Kk | Treatment of sludge |
-
1983
- 1983-07-15 JP JP58129928A patent/JPS6022995A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5463545A (en) * | 1977-08-25 | 1979-05-22 | Richter Gedeon Vegyeszet | Method of and device for treating anaerobically digested sewage sludge |
JPS5845800A (en) * | 1981-09-11 | 1983-03-17 | Takuma Sogo Kenkyusho:Kk | Treatment of sludge |
JPS5895600A (en) * | 1981-11-30 | 1983-06-07 | Takuma Sogo Kenkyusho:Kk | Treatment of sludge |
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