JPS58143898A - Treatment of sludge - Google Patents
Treatment of sludgeInfo
- Publication number
- JPS58143898A JPS58143898A JP57025373A JP2537382A JPS58143898A JP S58143898 A JPS58143898 A JP S58143898A JP 57025373 A JP57025373 A JP 57025373A JP 2537382 A JP2537382 A JP 2537382A JP S58143898 A JPS58143898 A JP S58143898A
- Authority
- JP
- Japan
- Prior art keywords
- sludge
- dehydrator
- incinerator
- flocculant
- auxiliary fuel
- 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
Landscapes
- Treatment Of Sludge (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、凝集剤を使用する脱水処理工程及び脱水ケー
キの焼却処理工程からなる処理方法の改良に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an improvement in a treatment method comprising a dehydration step using a flocculant and a dewatered cake incineration step.
下水汚泥脱水ケーキは焼却処分[6たって脱水ケーキ水
分が75%〜85%程度あり、焼却にあたって助燃料を
必要とする欠点があった。The dehydrated sewage sludge cake is disposed of by incineration [6] The moisture content of the dehydrated cake is about 75% to 85%, and it has the disadvantage of requiring auxiliary fuel for incineration.
本発明を工、脱水−焼却の一貫ンステムにおいて、上記
欠点を解消し、脱水機にて脱水処理するに際し脱水ケー
キ水分を自燃域付近まで低下させ焼却処理に必要々助燃
料の節減をはかる目的で提案されたもので、汚泥に凝集
剤を加えて J脱水処理した後焼却処理する方法に
おいて、前記焼却処理工程で排出される汚泥の焼却灰を
前記脱水処理工程にリサイクルし脱水助剤として脱水A
i+の汚泥に添加することを特徴とする汚泥処理方法を
提供する。The present invention has been developed to solve the above-mentioned drawbacks in an integrated system of dehydration and incineration, and to reduce the moisture content of the dehydrated cake to near the self-combustion range during dehydration treatment using a dehydrator, thereby reducing the amount of auxiliary fuel necessary for incineration treatment. This is a proposed method in which a flocculant is added to sludge, J dehydration treatment is performed, and then incineration treatment is performed, in which the incineration ash of the sludge discharged in the incineration treatment step is recycled to the dehydration treatment step, and dewatering A is used as a dehydration aid.
Provided is a sludge treatment method characterized by adding i+ to sludge.
本発明によれば下水汚泥の脱水−焼却一貫処理システム
等において、流動層炉などの焼却炉から排出される汚泥
の焼却灰を脱水機側にリサイクルし脱水助剤として使用
することにより。According to the present invention, in an integrated dehydration-incineration treatment system for sewage sludge, incineration ash of sludge discharged from an incinerator such as a fluidized bed furnace is recycled to the dehydrator side and used as a dehydration aid.
脱水機容置の小型化と凝集剤の節減、また焼却炉におい
ては助燃料の節減を大幅にはかることができる。It is possible to reduce the size of the dehydrator container, reduce the amount of flocculant, and significantly reduce the amount of auxiliary fuel used in the incinerator.
次に本発明方法の実施例を図面に基いて説明する。Next, an embodiment of the method of the present invention will be described based on the drawings.
第1図は脱水機としてフィルタプレス又は貞[空脱水機
を用いた場合の処理フローを示し、混和槽5へ汚泥と無
機凝集剤として塩化第二鉄(汚泥固形分の約10%)’
il−供給し充分攪拌の後混合槽4へ移送すると同時に
、汚泥固形分と約同量の焼却灰を焼却灰ホッパ3から混
合槽4へ添加充分攪拌の後、脱水機2へ供給する。脱水
機2で脱水した汚泥脱水ケーキは、流動層炉1で焼却し
、焼却灰の必要量(汚泥固形分とはソ同量分)は焼却灰
ホッパ3へIJ−IJイクルし、残量は処分する。Figure 1 shows the processing flow when a filter press or empty dehydrator is used as the dehydrator, and the sludge is transferred to the mixing tank 5 and ferric chloride (approximately 10% of the sludge solid content) as an inorganic flocculant.
At the same time, approximately the same amount of incinerated ash as the solid content of the sludge is added from the incinerated ash hopper 3 to the mixing tank 4, and after sufficient stirring, the incinerated ash is supplied to the dehydrator 2. The sludge dehydrated cake dehydrated in the dehydrator 2 is incinerated in the fluidized bed furnace 1, and the required amount of incinerated ash (the same amount as the sludge solid content) is transferred IJ-IJ to the incinerated ash hopper 3, and the remaining amount is dispose.
第2図は脱水機としてベルトプレス脱水機を用いた場合
を示(〜混合槽14へ汚泥と焼却灰ホッパ13から汚泥
の固形とはソ同量の焼却灰を添加し充分混合の後、混和
槽15へ移送する。Figure 2 shows the case where a belt press dehydrator is used as the dehydrator (~Add the same amount of incinerated ash as solid sludge from the sludge and incinerated ash hopper 13 to the mixing tank 14, mix thoroughly, and then mix. Transfer to tank 15.
混和槽15では汚泥(原汚泥)中の固形分の約07〜0
9%程度の高分子凝集剤を注入し充分攪拌しフロックを
生成させて、ベルトプレス脱水機12へ供給する。以下
に第1図と同様である。In the mixing tank 15, the solid content in the sludge (original sludge) is approximately 0.7 to 0.
Approximately 9% polymer flocculant is injected and thoroughly stirred to generate flocs, which are then supplied to the belt press dehydrator 12. The following is the same as in FIG.
これらの方法によれば、焼却灰添加によりフロックの強
度が増加(−9それによって脱水ケーキ水分の低減と処
理速度の向上ができる。また無機凝集剤を用いるフィル
タプレス、真空脱水機では消石灰(汚泥固形分の約20
%が通常)は不要となり、脱水ケーキげ自燃域となった
。According to these methods, the strength of the floc increases (-9) by adding incinerated ash, which reduces the moisture content of the dehydrated cake and improves the processing speed.Furthermore, in filter presses and vacuum dehydrators that use inorganic flocculants, slaked lime (sludge) Solid content approximately 20
%) is no longer necessary, and the dehydration cake is now in the self-combustion range.
第1実施例(第1図)のフィルタプレス(加圧脱水機)
、真空脱水機(ベルトフィルター)において前者は圧搾
力5〜20ky/cAと圧力が筒<。Filter press (pressure dehydrator) of the first embodiment (Fig. 1)
In a vacuum dehydrator (belt filter), the former has a squeezing force of 5 to 20 ky/cA, which is above the cylinder pressure.
凝集フロックの破壊を防止するため、ち密でフロック強
度の強いフロックを形成する必要がある。後者は低圧(
−500〜600m+nH20)であるが、ち密で水抜
けの良いフロックを形成する必要がある。In order to prevent the destruction of cohesive flocs, it is necessary to form dense flocs with strong floc strength. The latter is low pressure (
-500 to 600m+nH20), but it is necessary to form a dense floc with good water drainage.
無機凝集剤で凝集した場合はフロック径は小さい(05
謳以下)が、ち密でフロック強度の強いフロックでかつ
汚泥間の間げき(水の通り道)を作るので、これら脱水
機には最適である。When flocculated with an inorganic flocculant, the floc diameter is small (05
The sludge (below) is ideal for these dewatering machines because it is dense and has strong flocs and creates gaps (water passages) between the sludge.
才た焼却灰を汚泥中に添加後高分子凝集剤を用いて凝集
しているが、これは原汚泥中に焼却灰を添加し原汚泥中
の有機分に対する無機分の比率を高め汚泥の脱水性の向
上を則るためである。After adding incinerated ash to sludge, it is flocculated using a polymer flocculant.This method involves adding incinerated ash to raw sludge to increase the ratio of inorganic to organic content in the raw sludge, and dewatering the sludge. This is to promote sexual improvement.
第2実施例(第2図)のベルトプレス脱水機においては
脱水工程初期における重力脱水部において大量の自由水
を分離することが重要となるため、凝集フロックの径が
大きく(通常4〜5祁程度)自由水の分離が容易なフロ
ックを形成する高分子凝集剤が最適である。In the belt press dehydrator of the second embodiment (Fig. 2), it is important to separate a large amount of free water in the gravity dehydration section at the beginning of the dehydration process, so the diameter of the flocs is large (usually 4 to 5 k). degree) A polymer flocculant that forms flocs from which free water can be easily separated is most suitable.
′また無機凝集剤塩化第二鉄を用い、汚泥を凝集後焼却
灰を添加しているが、これは塩化第二鉄で汚泥中の微細
粒子の表面電荷を中和し9粒子間引力を結合力として凝
集フロックを形成させた後焼却灰を核としてろ滓ろ過を
行なう働きとフロ・、りの強度を更に高める作用を与え
たものである。'Also, inorganic flocculant ferric chloride is used to flocculate the sludge and then incineration ash is added.This ferric chloride neutralizes the surface charge of fine particles in the sludge and binds the attraction between the nine particles. It has the function of forming agglomerated flocs as a force, and then performing filter filtration using the incinerated ash as a core, and the function of further increasing the strength of the floc.
次に無機凝集剤と高分子凝集剤の好適な添加量の範囲に
ついて説明する。Next, the range of suitable addition amounts of the inorganic flocculant and the polymer flocculant will be explained.
+Il 無機凝集剤
好適な添加量は下水汚泥の性状により異なるが、実験に
よると汚泥中の固形物あたり塩化第二鉄は5〜10%、
消石灰は10〜40%である。下水汚泥(消化汚泥)の
基準添加量は塩化第二鉄10%。+Il Inorganic flocculant The suitable addition amount varies depending on the properties of sewage sludge, but according to experiments, ferric chloride is 5 to 10% per solid matter in sludge.
Slaked lime is 10-40%. The standard amount of ferric chloride added to sewage sludge (digested sludge) is 10%.
消石灰20%である。It is 20% slaked lime.
なお本実験に使用した下水消化汚泥の性状を下表に示す
。The properties of the sewage digested sludge used in this experiment are shown in the table below.
第 1 表
(2) 高分子凝集剤
下水汚泥にカチオン性の凝集剤が有効で第3図に重力1
1量と凝集効果の関係を示すように、好適々添加量は0
5%788〜14%/BBの範囲で、最適点は08〜0
9%78Bである。Table 1 (2) Polymer flocculant A cationic flocculant is effective for sewage sludge, and Figure 3 shows that the gravity is 1.
The amount added is preferably 0 to show the relationship between the amount of 1 and the aggregation effect.
In the range of 5%788 to 14%/BB, the optimal point is 08 to 0
It is 9% 78B.
ここでO8T値とはOaI:111ary 5ucti
on Time値で、Sea値が低いほど濾過性は良い
。フロック強度は一定圧で凝集スラリを加圧し、その拡
がり面積を圧力で割った値故に絶対値が大きい方がフロ
ックの強度は強いことを示す。Here, the O8T value is OaI: 111ary 5ucti
In terms of on-time value, the lower the Sea value, the better the filterability. The floc strength is the value obtained by pressurizing the flocculated slurry at a constant pressure and dividing the spread area by the pressure, so the larger the absolute value, the stronger the floc strength.
ただし、下水汚泥の性状によってカチオン度。However, the degree of cationicity depends on the properties of the sewage sludge.
モル%も変るので、その都度凝集剤の選定と最適添加量
の測定は必要である。このことは高分子凝集剤は、フロ
ック形成において汚泥との選択性が無機凝集剤に比して
強いためである。Since the mol% also changes, it is necessary to select the flocculant and measure the optimum amount added each time. This is because polymer flocculants have stronger selectivity with respect to sludge in floc formation than inorganic flocculants.
次に実験データにより1本発明方法の作用効果を具体的
に説明する。この結果を第1表及び第2表に示す。Next, the effects of the method of the present invention will be specifically explained using experimental data. The results are shown in Tables 1 and 2.
フィルタプレスで通常薬注の塩化第二鉄10%/S8゜
消石灰20%/ssの条件でケーキ水分645%であっ
たが、塩化第二鉄10%/6S、焼却灰100%/sB
の条件ではケーキ水分が478%となり、ベルトプレス
では高分子薬注09%ハSの条件で焼却灰無添加の時水
分767%、100%/ss添加のとき616%水分と
なり、処理速度は17%から26%上昇した。The cake moisture was 645% under the conditions of normal chemical dosing of ferric chloride 10%/S8° and slaked lime 20%/ss in a filter press, but the cake moisture was 645% with ferric chloride 10%/6S and incinerated ash 100%/sB.
Under the conditions of , the cake moisture was 478%, and in the belt press, under the conditions of polymeric injection 09% HaS, when no incineration ash was added, the moisture was 767%, and when 100%/ss was added, the moisture was 616%, and the processing speed was 17%. % to 26%.
(1) フィルタプレスを用いた場合(第1表)(2
) ベルトプレスを用いた場合(第2表)(ハ)1原
汚泥の全乾真発熱量3.110kJ ”9 、補助灯1
!4の真発熱量IQ、QQQKcal/に9.水分蒸発
潜熱660Kcal/に9H20,焼却炉効率45%に
より求めた。(1) When using a filter press (Table 1) (2
) When using a belt press (Table 2) (c) Total dry net calorific value of 1 raw sludge 3.110 kJ "9, auxiliary light 1
! Net calorific value IQ of 4, QQQKcal/9. The latent heat of vaporization of water was determined to be 660 Kcal/9H20, and the incinerator efficiency was 45%.
2焼却灰として下水汚泥を流動床炉(CTl’炉)で焼
却したもの(平均粒度は50μ)、補助燃料としてへ重
油、高分子凝集剤としてハイモロツクMP−473Eを
使用した。2 Sewage sludge was incinerated in a fluidized bed furnace (CTl' furnace) as incineration ash (average particle size: 50 μm), heavy oil was used as auxiliary fuel, and Himorok MP-473E was used as a polymer flocculant.
第1図は本発明方法の第1実施例を示すフロ J
−7−)、第2図は本発明方法の第2実施例を示すフロ
ーシート、第3図は高分子凝集剤添加量とフロック強度
数及びO8’l’値との関係を示す線図である。
1.11・流動層炉、 2.12・・・脱水機、3.1
3・・・焼却灰ホッパ、 4.14・・混合槽、5.1
5・・・混和槽。
代理人 坂 間 暁
第1 図
第2圀
、、諺加畳(%15)
葛3図
502−FIG. 1 shows a flowchart showing the first embodiment of the method of the present invention.
-7-), Figure 2 is a flow sheet showing the second embodiment of the method of the present invention, and Figure 3 is a diagram showing the relationship between the amount of polymer flocculant added, the floc strength number, and the O8'l' value. be. 1.11・Fluidized bed furnace, 2.12...Dehydrator, 3.1
3... Incineration ash hopper, 4.14... Mixing tank, 5.1
5...Mixing tank. Agent Akira Sakama 1st figure 2nd area,, Ikukatatami (%15) Kuzu 3rd figure 502-
Claims (1)
において、前記焼却処理工程で排出される汚泥の焼却灰
を前記脱水処理工程にリサイクルし脱水助剤として脱水
前の汚泥に添加することを特徴とする汚泥処理方法。In the method of adding a flocculant to sludge, dehydrating it, and then incinerating it, the incineration ash of the sludge discharged in the incineration process is recycled to the dewatering process and added to the sludge before dewatering as a dewatering aid. Characteristic sludge treatment method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57025373A JPS58143898A (en) | 1982-02-19 | 1982-02-19 | Treatment of sludge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57025373A JPS58143898A (en) | 1982-02-19 | 1982-02-19 | Treatment of sludge |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS58143898A true JPS58143898A (en) | 1983-08-26 |
Family
ID=12164031
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP57025373A Pending JPS58143898A (en) | 1982-02-19 | 1982-02-19 | Treatment of sludge |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58143898A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6359400A (en) * | 1986-08-27 | 1988-03-15 | Kubota Ltd | Dehydration of sludge |
CN102583921A (en) * | 2012-03-19 | 2012-07-18 | 江苏明轩环保科技有限公司 | Sludge recycling all-in-one machine |
CN112174473A (en) * | 2020-11-06 | 2021-01-05 | 重庆科技学院 | Sludge pyrolysis gasification system |
-
1982
- 1982-02-19 JP JP57025373A patent/JPS58143898A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6359400A (en) * | 1986-08-27 | 1988-03-15 | Kubota Ltd | Dehydration of sludge |
CN102583921A (en) * | 2012-03-19 | 2012-07-18 | 江苏明轩环保科技有限公司 | Sludge recycling all-in-one machine |
CN112174473A (en) * | 2020-11-06 | 2021-01-05 | 重庆科技学院 | Sludge pyrolysis gasification system |
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