JPH02160063A - Method and apparatus for dehydration - Google Patents

Method and apparatus for dehydration

Info

Publication number
JPH02160063A
JPH02160063A JP63310985A JP31098588A JPH02160063A JP H02160063 A JPH02160063 A JP H02160063A JP 63310985 A JP63310985 A JP 63310985A JP 31098588 A JP31098588 A JP 31098588A JP H02160063 A JPH02160063 A JP H02160063A
Authority
JP
Japan
Prior art keywords
sludge
flocculant
cylinder
supplied
rotary cylinder
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.)
Granted
Application number
JP63310985A
Other languages
Japanese (ja)
Other versions
JP2540198B2 (en
Inventor
Tadahira Yano
宰平 矢野
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.)
Pennwalt Corp
Original Assignee
Pennwalt Corp
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 Pennwalt Corp filed Critical Pennwalt Corp
Priority to JP63310985A priority Critical patent/JP2540198B2/en
Publication of JPH02160063A publication Critical patent/JPH02160063A/en
Application granted granted Critical
Publication of JP2540198B2 publication Critical patent/JP2540198B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B04CENTRIFUGAL APPARATUS OR MACHINES FOR CARRYING-OUT PHYSICAL OR CHEMICAL PROCESSES
    • B04BCENTRIFUGES
    • B04B1/00Centrifuges with rotary bowls provided with solid jackets for separating predominantly liquid mixtures with or without solid particles
    • B04B1/20Centrifuges with rotary bowls provided with solid jackets for separating predominantly liquid mixtures with or without solid particles discharging solid particles from the bowl by a conveying screw coaxial with the bowl axis and rotating relatively to the bowl
    • B04B2001/2041Centrifuges with rotary bowls provided with solid jackets for separating predominantly liquid mixtures with or without solid particles discharging solid particles from the bowl by a conveying screw coaxial with the bowl axis and rotating relatively to the bowl with baffles, plates, vanes or discs attached to the conveying screw

Landscapes

  • Centrifugal Separators (AREA)
  • Treatment Of Sludge (AREA)

Abstract

PURPOSE: To promote the dehydration by supplying a sludge to be dehydrated and a flocculant to a centrifugal separator and mixing them with conc. sludge. CONSTITUTION: A first flocculant is added, and the conditioned sludge is accelerated by the inner cylinder and rotary cylinder 1 of a centrifugal separator and separated into a separated liq. 20 and conc. sludge 19. The separated liq. 20 flows down in the rotary cylinder 1, overflows a dam 4 for discharging the separated liq. and is discharged outside the rotary cylinder 1. The concd. sludge 19 separated in the cylindrical part 1b is conveyed to a conical part 1a by a screw conveyor, and a second flocculant is sprinkled from a nozzle 14. The materials are mixed by an impeller inserted into the sludge to promote the dehydration of the concd. sludge, and the sludge lowered in water content is discharged outside the rotary cylinder 1 from an outlet 3. The dehydration is further promoted in this way.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、デカンタ型遠心分離機を用いて、上下水、し
尿、産業排水処理工程等で発生する各種汚泥を従来以上
に効率良く脱水する汚泥脱水方法および装置に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention uses a decanter-type centrifuge to dewater various types of sludge generated in water, sewage, human waste, industrial wastewater treatment processes, etc. more efficiently than ever before. The present invention relates to a sludge dewatering method and device.

〔従来の技術〕[Conventional technology]

従来一般に、上下水、し尿、産業排水処理工程などで発
生する各種汚泥を濃縮脱水処理するのにデカンタ型遠心
分離機が用いられている。
Conventionally, decanter-type centrifuges have been generally used to concentrate and dewater various types of sludge generated in water, sewage, human waste, industrial wastewater treatment processes, and the like.

上記のデカンタ型遠心分離機は、第5図に示すように、
軸受2.2により支持されて高速で回転する回転筒1と
、該回転筒1と同方向に回転する内筒5および該内筒に
固定した螺旋スクリュー羽根6からなるスクリューコン
ベヤとが同心に設けられており、回転軸中心には汚泥供
給管11が配設された構造となっている。
As shown in Fig. 5, the decanter type centrifuge described above has the following features:
A screw conveyor consisting of a rotating cylinder 1 supported by a bearing 2.2 and rotating at high speed, an inner cylinder 5 rotating in the same direction as the rotating cylinder 1, and a spiral screw blade 6 fixed to the inner cylinder is provided concentrically. It has a structure in which a sludge supply pipe 11 is arranged at the center of the rotating shaft.

回転筒1と内筒5とは差動機7により所要の回転差が付
与され、スクリューコンベヤは濃縮汚泥1.9を沈澱汚
泥Iノー出口3に向けて搬送する。また、回転筒1は円
錐部1aと円筒部1bとからなり、該円錐部1aの末端
部にはスクリューコンベヤによりドライビーチ部17を
経て搬送されてくる濃縮脱水汚泥を排出するための沈澱
汚泥排出口3が設けられ、これと反対側の前記円筒部1
bの末端部には分離された分離液20を排出するための
ダム4が設けられている。
The rotary cylinder 1 and the inner cylinder 5 are given a required rotational difference by a differential 7, and the screw conveyor conveys the concentrated sludge 1.9 to the precipitated sludge I-no outlet 3. The rotary cylinder 1 is composed of a conical part 1a and a cylindrical part 1b, and the distal end of the conical part 1a is provided with a settled sludge drain for discharging the concentrated dehydrated sludge conveyed via the dry beach part 17 by a screw conveyor. The cylindrical part 1 opposite to the outlet 3 is provided with an outlet 3.
A dam 4 for discharging the separated liquid 20 is provided at the end of b.

上記構成のデカンタ型遠心分離機において、汚泥供給管
11を通して分離機内筒5内の汚泥供給部8へ供給され
る汚泥は、内筒壁に設けた汚泥吐出ノズル14を経て円
錐部1aに隣接する円筒部1b内部のプールへ放出され
るが、この場合第6図(a) 、 (b)および(C)
に示されているような手法で、高分子凝集剤などを添加
することによって供給汚泥は調質され、凝集フロックを
形成し、回転筒1の高速回転による遠心力で分離ン夜2
0と濃1ii汚を尼19とに分離される。濃縮汚泥19
は、スクリューコンベヤによって搬送され、沈澱汚泥排
出口3を通して回転筒1の外に排出され、分a液20は
螺旋スクリュー羽根6に沿って流下しダム4から回転筒
1の外に排出される。
In the decanter-type centrifugal separator having the above configuration, the sludge supplied to the sludge supply section 8 in the separator inner cylinder 5 through the sludge supply pipe 11 passes through the sludge discharge nozzle 14 provided on the inner cylinder wall and is adjacent to the conical part 1a. It is discharged into the pool inside the cylindrical part 1b, but in this case, Figs. 6(a), (b) and (C)
Using the method shown in Figure 1, the supplied sludge is tempered by adding a polymer flocculant, etc., and forms flocs, which are separated by the centrifugal force caused by the high speed rotation of the rotary tube 1.
It is separated into 0 and dark 1ii dirt and 19. Thickened sludge 19
is conveyed by a screw conveyor and discharged to the outside of the rotary cylinder 1 through the precipitated sludge discharge port 3, and the separated a liquid 20 flows down along the spiral screw blades 6 and is discharged from the dam 4 to the outside of the rotary cylinder 1.

(発明が解決しようとする課題) 真空脱水機、ベルトプレス、加圧脱水機、などの脱水機
で汚泥を処理する場合、凝集剤を添加し、汚泥を調質し
て脱水する手法が一般的であるが、汚泥の調質は脱水効
果に相当の影響を与えることが知られており、汚泥にI
jI集剤薬剤加する装置は脱水効果を促進する目的で、
汚泥と凝集剤を充分に混合し、生成したフロックに適度
な攪拌を与える急速攪拌や緩速攪拌を行ない、調質に配
慮している。
(Problem to be solved by the invention) When treating sludge with a dehydrator such as a vacuum dehydrator, belt press, pressure dehydrator, etc., a common method is to add a flocculant, refine the sludge, and dehydrate it. However, it is known that sludge conditioning has a considerable influence on the dewatering effect, and sludge I
jI The device that adds the concentration agent is for the purpose of promoting the dehydration effect.
The sludge and flocculant are thoroughly mixed, and the resulting flocs are given appropriate agitation by rapid or slow stirring to give consideration to their quality.

デカンタ型遠心分離機を用いて汚泥を脱水処理する場合
も、当初は凝集剤と汚泥の混合槽を設けたり、第6図(
a) に示すような方法で汚泥供給配管中に凝集剤を添
加したりしていたが、特公昭52−IB21i8号公報
に開示されているような高速回転機器の特性を利用して
、遠心分離機内部に凝集剤を注入して汚泥の調質を行な
う第6図(b)に示すような方法が開発され、回収率の
向上や添加する凝集剤量の低減に一応の成果を上げてい
る。しかしながら、かかる従来の調質方法ではなお分離
脱水後のケーキ含水率が高く、後処理工程である投棄、
埋め立て、乾燥、焼却などの処理処分に要するコストが
割高になるという欠点があった。
Even when dewatering sludge using a decanter-type centrifuge, initially a mixing tank for flocculant and sludge was installed, or as shown in Figure 6.
a) A flocculant was added to the sludge supply pipe using the method shown in 1986-11, but centrifugal separation was A method as shown in Figure 6 (b) has been developed in which sludge is tempered by injecting a flocculant into the machine, and has achieved some results in improving the recovery rate and reducing the amount of flocculant added. . However, in such conventional thermal refining methods, the moisture content of the cake after separation and dehydration is still high, and the post-treatment process involves dumping and
The disadvantage is that the costs required for disposal such as landfilling, drying, and incineration are relatively high.

そこで、分離脱水後のケーキ含水率をより低下させる目
的で、特公昭56−87500号公報、特開昭57−3
2797号公報および特開昭61−257256号公報
に開示されているように2種類の凝集剤を添加し、汚泥
の脱水を促進する手法が開発され、遠心分離機では、第
6図(c)に示すような方法で2種類の凝集剤や同種類
の凝集剤を2段階に分けて、供給汚泥ないしは遠心分離
機内部に添加する手法がとられるようになってきたが、
中でも、凝集剤の一部を汚泥供給管に併設の凝集剤供給
管を介して第5図に示した遠心分離機回転筒の円錐部1
aに添加する手法は効果に壜れ、分離脱水後のケーキ含
水率を相当低下することが知見された。
Therefore, in order to further reduce the moisture content of the cake after separation and dehydration, Japanese Patent Publication No. 56-87500 and Japanese Patent Application Laid-Open No. 57-3
As disclosed in Japanese Patent Publication No. 2797 and Japanese Patent Application Laid-Open No. 61-257256, a method of adding two types of flocculants to accelerate the dewatering of sludge was developed, and in a centrifugal separator, the method shown in Fig. 6 (c) Methods such as the one shown in Figure 1-2 have been adopted in which two types of flocculants or the same type of flocculant are divided into two stages and added to the feed sludge or inside the centrifuge.
Among them, a part of the flocculant is passed through the flocculant supply pipe attached to the sludge supply pipe to the conical part 1 of the centrifuge rotating tube shown in Fig. 5.
It was found that the method of adding a to A was quite effective and considerably reduced the moisture content of the cake after separation and dehydration.

しかしながら、円錐部1aにおいて凝集剤を添加する上
述の手法によって脱水され、遠心分離機から排出された
ケーキを良く観察すると、均一の脱水という点ではまだ
不充分で、ケーキ表面に、第5図の円錐部1aで添加し
た凝集剤が付着して部分的に相当高いケーキ含水率にな
っていたり、ケーキの内部では第5図の円錐部1aで添
加した凝集剤が充分に混合されていなかったりといった
現象が見られる。このような状態で排出された脱水ケー
キを手にとり、軽く絞ると、まだ相当の水分が除去でき
るから、排出汚泥含水率をさらに低減し得る余地がある
However, if we carefully observe the cake that has been dehydrated by the above-mentioned method of adding a flocculant in the conical part 1a and discharged from the centrifuge, we find that it is still insufficient in terms of uniform dehydration, and that the cake surface has the following characteristics: The flocculant added in the conical part 1a may have adhered to the cake, resulting in a relatively high moisture content in some parts of the cake, or the flocculant added in the conical part 1a in Fig. 5 may not have been sufficiently mixed inside the cake. A phenomenon can be seen. If the dehydrated cake discharged in this state is picked up and squeezed lightly, a considerable amount of water can still be removed, so there is room to further reduce the water content of the discharged sludge.

そこで本発明者は第5図に示した遠心分離機回転筒の円
錐部la部において、凝集剤を添加する際に、濃縮汚泥
と均一に良く混合する機構を開発するならばケーキ含水
率はさらに低下するはずであるとの発想のもとに、以上
に説明した汚泥脱水技術の問題点を解決した本発明を想
到するに至った。
Therefore, the present inventor proposed that if a mechanism was developed to mix the flocculant uniformly and well with the thickened sludge when adding the flocculant in the conical part la of the centrifuge rotating cylinder shown in Fig. 5, the moisture content of the cake could be further reduced. Based on this idea, the present invention was conceived to solve the problems of the sludge dewatering technology described above.

〔課題点を解決するための手段〕[Means for solving problems]

本発明による汚泥の脱水方法は、円錐部および円筒部か
らなる回転筒と、該回転筒内に同心に配設され該回転筒
と異なった回転速度で回転する内筒および該内筒に固定
した螺旋スクリュー羽根からなるスクリューコンベヤと
を備えたデカンタ型遠心分離機の運転にあたり、脱水処
理されるべき汚泥を供給するとともに、該汚泥の分離・
濃縮・脱水作用を促進するための適正な凝集剤を所要量
遠心分離機内に供給して、前記回転筒円錐部末端の排出
口より脱水汚泥を排出し、前記回転筒円筒部末端のダム
より分t!Ri&を排出するようにした汚泥の脱水方法
であって、前記回転筒円筒部領域に第1の凝集剤を供給
し、前記回転筒円錐部領域に第2の凝集剤を供給すると
ともに、内筒に取付けた攪拌羽根で円錐部領域において
第2の凝集剤と濃縮汚泥とを混合することとした。
The sludge dewatering method according to the present invention includes a rotating cylinder consisting of a conical part and a cylindrical part, an inner cylinder arranged concentrically within the rotating cylinder and rotating at a rotation speed different from that of the rotating cylinder, and a rotating cylinder fixed to the inner cylinder. When operating a decanter-type centrifuge equipped with a screw conveyor consisting of spiral screw blades, sludge to be dehydrated is supplied, and the sludge is separated and
The required amount of flocculant to promote concentration and dehydration is supplied into the centrifuge, and the dehydrated sludge is discharged from the outlet at the end of the conical part of the rotating cylinder, and separated from the dam at the end of the cylindrical part of the rotating cylinder. T! A sludge dewatering method in which Ri& is discharged, wherein a first flocculant is supplied to the cylindrical region of the rotating cylinder, a second flocculant is supplied to the conical region of the rotary cylinder, and the inner cylinder The second flocculant and the thickened sludge were mixed in the conical region using a stirring blade attached to the cone.

また、本発明による汚泥の脱水装置は、円錐部および、
円筒部からなる回転筒と、該回転筒内に同心に配設され
該回転筒と異なった回転速度で回転する内筒および該内
筒に固定したスクリュー羽根からなるスクリューコンベ
ヤと、前記内筒中心軸に配設された汚泥供給管とを備え
、前記回転筒円錐部末端の排出口より濃縮汚泥を排出し
、前記回転筒円筒部末端のダムより分離液を排出するよ
うにしたデカンタ型遠心分離機において、前記汚泥供給
管に併設して前記回転筒円筒部領域に第1の凝集剤を供
給するための第11集剤供給管と、前記回転筒円錐部領
域に第2の凝集剤を供給するための第2凝集剤供給管を
設け、円錐部領域に供給した第二の凝集剤を濃縮汚泥と
混合するための攪拌羽根を円錐部領域内筒の外径に配設
するものとした。
Further, the sludge dewatering device according to the present invention includes a conical portion and
a screw conveyor consisting of a rotating cylinder consisting of a cylindrical portion, an inner cylinder arranged concentrically within the rotating cylinder and rotating at a rotational speed different from that of the rotating cylinder, and a screw blade fixed to the inner cylinder, and a screw conveyor comprising a screw blade fixed to the inner cylinder; A decanter type centrifugal separator comprising a sludge supply pipe disposed on a shaft, concentrated sludge is discharged from an outlet at the end of the conical part of the rotary cylinder, and separated liquid is discharged from a dam at the end of the cylindrical part of the rotary cylinder. In the machine, an eleventh agent collection supply pipe is provided alongside the sludge supply pipe for supplying a first flocculant to the cylindrical region of the rotating cylinder, and a second flocculant is supplied to the conical region of the rotating cylinder. A second flocculant supply pipe was provided to mix the second flocculant supplied to the conical region with the thickened sludge, and stirring blades were disposed on the outer diameter of the inner cylinder in the conical region.

〔作   用] 本発明においては、デカンタ型遠心分離機に供給された
イ5泥は、供給配管中もしくは回転筒の円筒部で第1の
凝集剤を添加、調質され、高速で回転する遠心分離機の
回転筒および内筒により加速され、遠心力の作用により
フロックは分離液と沈澱濃縮汚泥に分離され、沈澱濃縮
汚泥尼は、スクリューコンベヤによって円&佳部へと搬
送され、円錐部では、第1の凝集剤とは別の系統で遠心
濃縮機スクリューコンベヤの内部に導かれ、スクリュー
コンベヤ内筒の供給ノズルから遠心力により吐出される
第2の凝集剤がスクリューコンベヤにより搬送されてい
る濃縮汚泥の表面に散布され、本発明によるところのス
クリューコンベヤ内筒に装着した攪拌羽根による攪拌効
果で円錐部に添加された第2の凝集剤は汚泥と良く混合
され、脱水作用を著しく促進することとなる。
[Function] In the present invention, the I5 mud supplied to the decanter type centrifuge is tempered by adding a first flocculant in the supply pipe or the cylindrical part of the rotating tube, and then the slurry is heated in the centrifugal separator rotating at high speed. The flocs are accelerated by the rotating cylinder and inner cylinder of the separator, and the centrifugal force separates the flocs into separated liquid and precipitated thickened sludge. A second flocculant is guided into the inside of the centrifugal concentrator screw conveyor by a system different from the first flocculant, and is discharged by centrifugal force from a supply nozzle in the inner cylinder of the screw conveyor, and is conveyed by the screw conveyor. The second flocculant, which is sprinkled on the surface of the thickened sludge and added to the conical part due to the stirring effect of the stirring blades attached to the inner cylinder of the screw conveyor according to the present invention, is well mixed with the sludge and significantly accelerates the dewatering effect. It happens.

(実 b八 例) 次に、第1図ないし第4図に示した本発明の実施例につ
いて説明する。
(Example b8) Next, the embodiment of the present invention shown in FIGS. 1 to 4 will be described.

第1図に示す本発明に用いるデカンタ型遠心分離機は、
基本的には第5図に示すものと同様で、軸受2,2にて
支持され高速度で回転する回転筒1と、該回転筒1の内
部で差動機7により回転差速を付けて駆動される回転筒
lと同心の内筒5および該内筒5に固定の螺旋スクリュ
ー羽根6からなるスクリューコンベヤとを備え、回転筒
1は一体的に接続された円錐部1aと円筒部1bからな
り、該円錐部1aの末端部には沈澱汚泥排出用の排出口
3が、また、該円筒部lbの末端部には分離液排出用の
ダム4が設けられている。
The decanter type centrifuge used in the present invention shown in FIG.
Basically, it is similar to the one shown in FIG. 5, which includes a rotating cylinder 1 supported by bearings 2, 2 and rotating at high speed, and a differential gear 7 driving the rotating cylinder 1 at a differential speed. The rotary cylinder 1 is equipped with a screw conveyor consisting of a rotating cylinder 1, a concentric inner cylinder 5, and a spiral screw blade 6 fixed to the inner cylinder 5, and the rotating cylinder 1 consists of a conical part 1a and a cylindrical part 1b integrally connected. A discharge port 3 for discharging settled sludge is provided at the distal end of the conical portion 1a, and a dam 4 for discharging separated liquid is provided at the distal end of the cylindrical portion lb.

前記回転筒1の円錐部1aに位置する内筒5の部分には
、第2の凝集剤供給ノズル14および、スクリューコン
ベヤで搬送されてきた濃縮汚泥と第2の凝集剤の混合を
促進させる攪拌羽根15が設けられている。
A portion of the inner cylinder 5 located in the conical part 1a of the rotary cylinder 1 is provided with a second flocculant supply nozzle 14 and an agitator for promoting mixing of the thickened sludge and the second flocculant conveyed by the screw conveyor. A vane 15 is provided.

上記したようなデカンタ型遠心分離機を用いた本発明実
施例による汚泥脱水方法は、次のように実施される。
A sludge dewatering method according to an embodiment of the present invention using the decanter type centrifuge as described above is carried out as follows.

第6図(a)もしくは第6図(b)に例示したような方
法で、第1の凝集剤を添加し調質された汚泥は高速で回
転する遠心分離機の内筒5および回転筒1により加速さ
れ、遠心力の作用により分Rj液20と濃縮汚泥19に
分離され、分離(Pi20は回転筒l内部を流下し分離
液排出用のダム4より溢流し、回転筒1の外部へ排出さ
れる。円筒部1bで分離された濃縮汚泥19はスクリュ
ーコンベヤにより円錐部1aに搬送され、円錐部1aに
おいて濃縮汚泥の表面には、汚泥供給管に併設して設け
た第2の凝集剤供給管13および内筒5に設けた第2の
凝集剤供給部1oを経て、2〜10個、代表的には4個
均等間隔て内筒外径に設けたノズル14から第2の凝集
剤が散布され、内筒5に2〜10個、代表的には4個均
等間隔で装着し、液面より2a+m以上深く汚泥中に挿
入した攪拌羽根により混合され、濃1ii汚泥の脱水作
用を一層促進され、含水率の低い汚泥として排出口3よ
り回転筒i外に排出されることになる。
The sludge that has been tempered by adding the first flocculant by the method illustrated in FIG. 6(a) or FIG. 6(b) is transferred to the inner cylinder 5 and rotating cylinder 1 of a centrifuge that rotates at high speed. The sludge is accelerated by centrifugal force and separated into Rj liquid 20 and concentrated sludge 19, and separated (Pi 20 flows down inside the rotating cylinder 1, overflows from the dam 4 for discharging the separated liquid, and is discharged to the outside of the rotating cylinder 1. The thickened sludge 19 separated in the cylindrical part 1b is conveyed to the conical part 1a by a screw conveyor, and the surface of the thickened sludge in the conical part 1a is coated with a second flocculant supply provided alongside the sludge supply pipe. The second flocculant is supplied through the pipe 13 and the second flocculant supply section 1o provided in the inner cylinder 5 through 2 to 10, typically 4, nozzles 14 provided at equal intervals on the outer diameter of the inner cylinder. 2 to 10 pieces, typically 4 pieces, are installed at equal intervals in the inner cylinder 5 and mixed by stirring blades inserted into the sludge at least 2 a+m below the liquid level, further promoting the dewatering effect of thick 1II sludge. The sludge is discharged from the discharge port 3 to the outside of the rotary cylinder i as sludge with a low moisture content.

なお、攪拌羽根15の先端部は、円錐部回転筒内面より
2a++n以上離れて位置することが望ましい。
Note that the tip of the stirring blade 15 is desirably located at a distance of 2a++n or more from the inner surface of the rotating cylinder of the conical portion.

また、攪拌羽根15の汚泥と接触する面がスクリューコ
ンベヤの汚泥搬送面に対して20”ないし120°の角
度をなすものとし、同じく汚泥と接触する面幅がスクリ
ューコンベヤのピッチ幅の2%ないし30%あれば、充
分な攪拌効果が得られる。
In addition, the surface of the stirring blade 15 that contacts the sludge forms an angle of 20" to 120 degrees with respect to the sludge conveying surface of the screw conveyor, and the width of the surface that contacts the sludge is 2% to 2% of the pitch width of the screw conveyor. If it is 30%, a sufficient stirring effect can be obtained.

第6図(b) 、 (c)に示す凝集剤添加法を例に取
り、1種類の凝集剤を使用した比較例1.2種類の凝集
剤を使用した比較例2および本発明実施例の三者を比較
すると、それぞれの遠心分離機による汚泥脱水処理性能
は次表のようになる。
Taking the flocculant addition method shown in FIG. 6(b) and (c) as an example, Comparative Example 1 using one type of flocculant, Comparative Example 2 using two types of flocculant, and Example 2 of the present invention. Comparing the three, the sludge dewatering performance of each centrifuge is shown in the table below.

凝集剤添加率は汚泥絶乾固形物量に対する凝集剤の重量
(%)である。
The flocculant addition rate is the weight (%) of the flocculant relative to the bone dry solid content of the sludge.

実験対象汚泥−−−−−一一下水消化汚泥使用実験機−
−−−一−−−−デカンタ型遠心分離機、回転筒内径−
250(mm) 実験機遠心効果−−−−−2,100(G)スクリュー
コンベヤ回転差速−−−−m−−3(rpm)供給汚泥
量−−−−−−−−1,0(rr1″/h)上記実施例
かられかるように、2種類の凝集剤を使用することによ
り遠心分離機から排出される汚泥の含水率はi 1m類
の凝集剤を使用する方法より約3%低下しているが、本
発明の攪拌羽根を装着することによりさらに約3%低下
している。したがって、本発明によると、1種類の高分
子凝集剤を使用する従来方法と比較すると約6%汚泥含
水率を低下させることが可能となった。
Sludge to be tested - - - Experimental machine using sewage digested sludge -
−−−1−−−−Decanter type centrifuge, inner diameter of rotating cylinder−
250 (mm) Experimental machine centrifugal effect---2,100 (G) Screw conveyor rotation differential speed---3 (rpm) Amount of sludge supplied------1,0 ( rr1''/h) As can be seen from the above example, by using two types of flocculants, the water content of the sludge discharged from the centrifuge is approximately 3% lower than that of the method using i1m type flocculants. However, by installing the agitation blade of the present invention, it is further reduced by about 3%.Therefore, according to the present invention, compared to the conventional method using one type of polymer flocculant, it is about 6%. It became possible to reduce the water content of sludge.

(発明の効果) この種の汚泥含水率を1%低くすることが事後における
汚泥焼却等の処理に多大な影習を与えることが知られて
いるが、本発明によれば、従来法に比べて3%ないし6
%にも及ぶ汚泥含水率の低下がみられ、運転コストの面
での大幅な低減も期待でき汚泥焼却等を含む汚泥処理シ
ステムを考慮した場合、本発明による汚泥含水率の低減
効果は顕著なものというべきである。
(Effect of the invention) It is known that lowering the moisture content of this type of sludge by 1% has a great impact on subsequent treatment such as sludge incineration, but according to the present invention, compared to the conventional method, 3% to 6
% in the sludge water content, and a significant reduction in operating costs can be expected.When considering sludge treatment systems that include sludge incineration, the effect of reducing the sludge water content by the present invention is remarkable. It should be called a thing.

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

第1図は本発明の汚泥脱水方法を実施するデカンタ型遠
心分m機を用いた汚泥脱水装置の一実施例を示した側断
面図、第2図は第1図のla部に位置する内筒に攪拌羽
根および第2の凝集剤供給ノズルを設けた態様を示した
側面図、第3図は攪拌羽根の設置例で半径方向の位置を
示した部分側断面図、第4図は攪拌羽根の長さおよび角
度の設置例を示した部分側面図、第5図はデカンタ型遠
心分離機の側断面図、第6図(a) 、 (b) 、 
(c)は凝集剤添加方法の説明図である。 1・・・回転筒     2・・・軸受3・・・汚泥排
出口   4・・・ダム5・・・内筒 6・・・螺旋スクリュー羽根 7・・・差動機     8・・・汚泥供給部9・・・
第1の凝集剤供給部 0・・・第2の凝集剤供給部 1・・・汚泥供給管 2・・・第1の凝集剤供給管 3・・・第2の81集剤供給管 4・・・第2の凝集剤供給ノズル 5・・・攪拌羽根 6・・・第1の凝集剤供給ノズル 7・・・汚泥供給ノズル 8・・・ビーチ部 9・・・濃縮汚泥   20・・・分離液l・・・液面
(ダム高さ) 復代理人 本 多 小 ェ岬・・j 第2図 第3図 第1図 第4図 第5図
FIG. 1 is a side sectional view showing an embodiment of a sludge dewatering device using a decanter-type centrifugal machine for carrying out the sludge dewatering method of the present invention, and FIG. A side view showing an embodiment in which a stirring blade and a second flocculant supply nozzle are provided in a cylinder, FIG. 3 is a partial side cross-sectional view showing an example of the installation of the stirring blade and the position in the radial direction, and FIG. 4 shows the stirring blade Fig. 5 is a side sectional view of a decanter type centrifuge, Fig. 6 (a), (b),
(c) is an explanatory diagram of the flocculant addition method. 1...Rotating tube 2...Bearing 3...Sludge discharge port 4...Dam 5...Inner cylinder 6...Spiral screw blade 7...Differential 8...Sludge supply section 9 ...
First flocculant supply section 0...Second flocculant supply section 1...Sludge supply pipe 2...First flocculant supply pipe 3...Second 81 collection agent supply pipe 4. ...Second coagulant supply nozzle 5...Agitating blade 6...First coagulant supply nozzle 7...Sludge supply nozzle 8...Beach section 9...Thickened sludge 20...Separation Liquid l...Liquid level (dam height) Subagent Honda Koe Misaki...j Figure 2 Figure 3 Figure 1 Figure 4 Figure 5

Claims (1)

【特許請求の範囲】 1 円錐部および円筒部からなる回転筒と、該回転筒内
に同心に配設され該回転筒と異なった回転速度で回転す
る内筒および該内筒に固定した螺旋スクリュー羽根から
なるスクリューコンベヤとを備えたデカンタ型遠心分離
機の運転にあたり、脱水処理されるべき汚泥を供給する
とともに、該汚泥の分離・濃縮・脱水作用を促進するた
めの適正な凝集剤を所要量遠心分離機内に供給して、前
記回転筒円錐部末端の排出口より脱水汚泥を排出し、前
記回転筒円筒部末端のダムより分離液を排出するように
した汚泥の脱水方法であって、前記回転筒円筒部領域に
第1の凝集剤を供給し、前記回転筒円錐部領域に第2の
凝集剤を供給するとともに、内筒に取付けた攪拌羽根で
円錐部領域において第2の凝集剤と濃縮汚泥とを混合す
ることを特徴とするデカンタ型遠心分離機を用いる汚泥
の脱水方法。 2 前記回転筒円筒部領域に供給する第1の凝集剤およ
び前記回転筒円錐部領域に供給する第2の凝集剤がいず
れも高分子凝集剤であることを特徴とする請求項1記載
のデカンタ型遠心分離機を用いる汚泥の脱水方法。 3 前記回転筒円筒部領域に供給する第1の凝集剤が高
分子凝集剤であり、前記回転筒円錐部領域に供給する第
2の凝集剤が無機凝集剤であることを特徴とする請求項
1記載のデカンタ型遠心分離機を用いる汚泥の脱水方法
。 4 円錐部および円筒部からなる回転筒と、該回転筒内
に同心に配設され該回転筒と異なった回転速度で回転す
る内筒および該内筒に固定したスクリュー羽根からなる
スクリューコンベヤと、前記内筒中心軸に配設された汚
泥供給管とを備え、前記回転筒円錐部末端の排出口より
濃縮汚泥を排出し、前記回転筒円筒部末端のダムより分
離液を排出するようにしたデカンタ型遠心分離機におい
て、前記汚泥供給管に併設して前記回転筒円筒部領域に
第1の凝集剤を供給するための第1凝集剤供給管と、前
記回転筒円錐部領域に第2の凝集剤を供給するための第
2凝集剤供給管を設け、円錐部領域に供給した第2の凝
集剤を濃縮汚泥と混合するための攪拌羽根を円錐部領域
内筒の外径に配設したことを特徴とする汚泥脱水装置。 5 前記回転筒の内部が、該回転筒円筒部から円錐部に
かけて汚泥供給部、第1凝集剤供給部、第2凝集剤供給
部および混合用攪拌羽根部に区画され、前記汚泥供給管
からの供給汚泥は内筒に設けた汚泥供給部および汚泥吐
出ノズルを介して回転筒円筒部内領域に供給され、前記
第1凝集剤は内筒に設けた第1凝集剤供給部および吐出
ノズルを介して円筒部内に供給され、前記第2凝集剤は
内筒に設けた第2凝集剤供給部および吐出ノズルを介し
て円錐部内に供給され、さらに前記攪拌羽根にて濃縮汚
泥と第2凝集剤は円錐部で攪拌・混合されるようにした
ことを特徴とする請求項4記載の汚泥脱水装置。 6 前記攪拌羽根の先端部が、円周方向に分離液界面よ
り3mm以上深く挿入されるとともに、円錐部回転筒内
面より2mm以上離れて位置することを特徴とする請求
項4記載の汚泥脱水装置。 7 前記攪拌羽根の汚泥と接触する面がスクリューコン
ベヤの汚泥搬送面に対して20°ないし120°の角度
をなしていることを特徴とする請求項4記載の汚泥脱水
装置。 8 前記攪拌羽根の汚泥と接触する面幅がスクリューコ
ンベヤのピッチ幅の2%ないし30%であることを特徴
とする請求項4記載の汚泥脱水装置。 9 前記攪拌羽根が螺旋スクリュー羽根面に沿って2個
ないし10個設けられていることを特徴とする請求項4
記載の汚泥脱水装置。 10 前記第2凝集剤吐出ノズルが螺旋スクリュー羽根
面に沿って2個ないし10個設けられていることを特徴
とする請求項4記載の汚泥脱水装置。
[Scope of Claims] 1. A rotating cylinder consisting of a conical part and a cylindrical part, an inner cylinder arranged concentrically within the rotating cylinder and rotating at a rotation speed different from that of the rotating cylinder, and a helical screw fixed to the inner cylinder. When operating a decanter-type centrifugal separator equipped with a screw conveyor consisting of blades, the sludge to be dehydrated is supplied, and an appropriate amount of flocculant is supplied to promote the separation, concentration, and dewatering of the sludge. A method for dewatering sludge, wherein the dewatered sludge is supplied into a centrifugal separator, the dehydrated sludge is discharged from an outlet at the end of the conical part of the rotary cylinder, and the separated liquid is discharged from a dam at the end of the cylindrical part of the rotary cylinder, the method comprising: A first flocculant is supplied to the cylindrical region of the rotary cylinder, a second flocculant is supplied to the conical region of the rotary cylinder, and the second flocculant is supplied to the conical region of the rotary cylinder using a stirring blade attached to the inner cylinder. A method for dewatering sludge using a decanter-type centrifugal separator characterized by mixing sludge with thickened sludge. 2. The decanter according to claim 1, wherein the first flocculant supplied to the cylindrical region of the rotating cylinder and the second flocculant supplied to the conical region of the rotary cylinder are both polymeric flocculants. A method for dewatering sludge using a type centrifuge. 3. A first flocculant supplied to the cylindrical region of the rotary cylinder is a polymer flocculant, and a second flocculant supplied to the conical region of the rotary cylinder is an inorganic flocculant. 1. A method for dewatering sludge using the decanter centrifuge according to 1. 4. A screw conveyor consisting of a rotating cylinder consisting of a conical part and a cylindrical part, an inner cylinder arranged concentrically within the rotating cylinder and rotating at a rotation speed different from that of the rotating cylinder, and a screw blade fixed to the inner cylinder; and a sludge supply pipe arranged on the central axis of the inner cylinder, the concentrated sludge is discharged from an outlet at the end of the conical part of the rotary cylinder, and the separated liquid is discharged from a dam at the end of the cylindrical part of the rotary cylinder. In the decanter type centrifuge, a first flocculant supply pipe is provided alongside the sludge supply pipe for supplying a first flocculant to the cylindrical region of the rotary cylinder, and a second flocculant supply pipe is provided in the conical region of the rotary cylinder. A second flocculant supply pipe was provided for supplying the flocculant, and stirring blades for mixing the second flocculant supplied to the conical region with the thickened sludge were arranged on the outer diameter of the inner cylinder in the conical region. A sludge dewatering device characterized by: 5 The interior of the rotating cylinder is divided into a sludge supply section, a first flocculant supply section, a second flocculant supply section, and a mixing stirring blade section from the cylindrical part of the rotary cylinder to the conical part, and the sludge supply pipe is separated from the sludge supply pipe. The supplied sludge is supplied to the inner region of the cylindrical part of the rotary cylinder through a sludge supply part and a sludge discharge nozzle provided in the inner cylinder, and the first flocculant is supplied through a first flocculant supply part and a discharge nozzle provided in the inner cylinder. The second flocculant is supplied into the cylindrical part, and the second flocculant is supplied into the conical part through a second flocculant supply part and a discharge nozzle provided in the inner cylinder, and the stirring blade mixes the concentrated sludge and the second flocculant into the conical part. 5. The sludge dewatering apparatus according to claim 4, wherein the sludge is agitated and mixed in one part. 6. The sludge dewatering device according to claim 4, wherein the tip of the stirring blade is inserted 3 mm or more deeper than the separated liquid interface in the circumferential direction and is located 2 mm or more away from the inner surface of the conical rotating cylinder. . 7. The sludge dewatering device according to claim 4, wherein the surface of the stirring blade that contacts the sludge forms an angle of 20° to 120° with respect to the sludge conveying surface of the screw conveyor. 8. The sludge dewatering apparatus according to claim 4, wherein the width of the surface of the stirring blade that contacts the sludge is 2% to 30% of the pitch width of the screw conveyor. 9. Claim 4, characterized in that 2 to 10 stirring blades are provided along the surface of the spiral screw blade.
The sludge dewatering equipment described. 10. The sludge dewatering device according to claim 4, wherein 2 to 10 second flocculant discharge nozzles are provided along the spiral screw blade surface.
JP63310985A 1988-12-08 1988-12-08 Sludge dewatering method and apparatus using decanter type centrifuge Expired - Fee Related JP2540198B2 (en)

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Application Number Priority Date Filing Date Title
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JPH02160063A true JPH02160063A (en) 1990-06-20
JP2540198B2 JP2540198B2 (en) 1996-10-02

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US5423734A (en) * 1991-11-27 1995-06-13 Baker Hughes Incorporated Feed accelerator system including feed slurry accelerating nozzle apparatus
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US7549957B2 (en) * 2005-12-22 2009-06-23 Westfalia Separator Gmnh Screw-type solid bowl centrifuge
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