[go: up one dir, main page]

JPS5898199A - Dehydration of sludge - Google Patents

Dehydration of sludge

Info

Publication number
JPS5898199A
JPS5898199A JP56196144A JP19614481A JPS5898199A JP S5898199 A JPS5898199 A JP S5898199A JP 56196144 A JP56196144 A JP 56196144A JP 19614481 A JP19614481 A JP 19614481A JP S5898199 A JPS5898199 A JP S5898199A
Authority
JP
Japan
Prior art keywords
sludge
salt water
water
conc
dehydrated
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
Application number
JP56196144A
Other languages
Japanese (ja)
Inventor
Toshio Saito
斉藤 寿男
Takashi Ito
崇 伊藤
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.)
Nishihara Environment Co Ltd
Original Assignee
Nishihara Environmental Sanitation Research 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 Nishihara Environmental Sanitation Research Corp filed Critical Nishihara Environmental Sanitation Research Corp
Priority to JP56196144A priority Critical patent/JPS5898199A/en
Publication of JPS5898199A publication Critical patent/JPS5898199A/en
Pending legal-status Critical Current

Links

Landscapes

  • Separation Using Semi-Permeable Membranes (AREA)
  • Treatment Of Sludge (AREA)

Abstract

PURPOSE:To dehydrate sludge to a high degree at a low cost without using a flocculant, by bringing the sludge formed in the purification of filthy water into contact with conc. salt water through a permeable membrane to utilize osmotic pressure derived from the salt water. CONSTITUTION:Sludge 3 formed in the purification of filthy water is supplied to a space between the endless belts 13 and 17 of belt conveyers 14 and 17, respectively, in an osmotic dehydrator 1. On the other hand, conc. salt water 4 is concurrently supplied to a space 14a surrounded with the belt conveyer 14 and brought into contact with the sludge through the endless belt 13 comprising a permeable membrane, so that the sludge is dehydrated by osmotic pressure derived from the salt water and discharged as dehydrated cake 5 having a water- retaining ratio below 60%. The permeating liquid 6 is separated into conc. salt water 4 and reverse osmosis-treated water 7 from which a salt part is removed in a reverse osmosis device 2. The conc. salt water 4 is fed to the osmotic dehydrator 1 again and cyclically used. In this way, the sludge can be dehydrated to a high degree by utilizing the osmotic pressure without using mechanical press or the like.

Description

【発明の詳細な説明】 この発明は、汚水処理施設で生じた汚泥を焼却などの後
処理を容易に−fるために脱水する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for dewatering sludge produced in a sewage treatment facility to facilitate post-treatment such as incineration.

汚泥の脱水は、加圧沢過あるいは遠心分離などの操作で
行われているか、汚泥の粒子が細かく、比重も小さいと
いう事情のために、高価な凝集剤を多量に使用しなけれ
ばならす、それでも脱水汚泥の水分を70%以下にする
ことは不可能であつた。
Dewatering of sludge is done through operations such as pressure filtration or centrifugation, or because the sludge particles are fine and have a low specific gravity, large amounts of expensive flocculants must be used. It was impossible to reduce the water content of dehydrated sludge to 70% or less.

この発明は、機械的な圧力の代りに9透圧を利用′fる
ことにより、凝集剤を使用することなく容易かつ安価に
、しかも遠心分離などに比べて著るしく高度に脱水する
ことができる汚泥の脱水方法を提供することを目的とし
ている。
This invention utilizes 9 osmotic pressure instead of mechanical pressure to easily and inexpensively remove water without using a flocculant, and to a much higher degree than centrifugation. The purpose is to provide a method for dewatering sludge.

この発明方法においては、汚泥を脱水するのに必要な圧
力として、加圧あるいは遠心力などの機械的圧力の代り
に、濃縮塩水による浸透圧が適用される。fなわち汚泥
は、濃縮塩水に浸透膜をはさんで接触し、このときの正
浸透作用によって脱水される。脱水に有効な浸透圧は、
たとえば濃縮塩水として5%濃度の食塩水を使用した場
合でも約40 ’9fAIItにも達するので、効果的
な脱水を行うことが可能であり、脱水汚泥の含水率を5
0係以下に−fることかできろ。
In the method of this invention, osmotic pressure from concentrated salt water is applied instead of pressurization or mechanical pressure such as centrifugal force as the pressure necessary to dewater the sludge. f, that is, the sludge comes into contact with concentrated salt water through a permeation membrane, and is dehydrated by forward osmosis at this time. The effective osmotic pressure for dehydration is
For example, even if a 5% concentration saline solution is used as the concentrated salt water, it will reach approximately 40'9 fAIIt, so it is possible to perform effective dewatering, and the water content of dehydrated sludge can be reduced to 5%.
Is it possible to -f below 0?

つぎにこの発明方法の工程の一例について図面を参照し
て説明する。第1図において符号1は浸透脱水装置、2
は逆浸透装置をそれぞれ示す。濃縮すべき汚泥を工、糸
路3から浸透脱水装置1に供給され、糸路4から導入さ
れた濃縮塩水との間の正浸透作用により脱水される。脱
水汚泥は糸路5から外部に排出され、−万の浸透液は糸
路6を経て逆浸透装置2に導入されて?#縮される。濃
縮塩水は糸路4から浸透脱水装置1に戻されることで循
環使用され、逆浸透処理水は糸路7を通して排出されろ
。逆浸透装置2を用いて濃縮塩水を循環させることによ
り、塩水の補光をほとんど、もしくは全く不要とするこ
とができるか、塩水の入手が谷易な場合K &’、11
.、逆浸透装置2を省略してもよ(ゝO 浸透脱水装置IK供給される濃縮塩水として、5%濃度
の食塩水を使用した場合を例にとると、浸透圧Pは、フ
ァントホツフの浸透圧の法則からP=RCT ただし、R:気体常数 C:浸透膜左右の溶質濃度差 T:絶対温度 で表わされる。そして、実際に20℃のj場合、約40
に9f1cm位となる。この値は、ベルトプレスなどの
機械的な脱水濃縮装置で与えられる1 0 KW /i
st”程度の圧力と比べて著るしく大きく、効果的な脱
水が行われることを意味する1、実験の結果によれば、
5%食塩水を使用して汚泥を脱水したところ、脱水ケー
キの含水率を約50%に低下させることができた。
Next, an example of the steps of the method of this invention will be explained with reference to the drawings. In FIG.
indicate reverse osmosis equipment, respectively. The sludge to be concentrated is supplied to the osmosis dewatering device 1 through the thread path 3, and is dehydrated by forward osmosis between it and the concentrated salt water introduced through the thread path 4. The dehydrated sludge is discharged to the outside from the thread path 5, and the permeate liquid is introduced into the reverse osmosis device 2 through the thread path 6. #Shrinks. The concentrated salt water is returned to the osmosis dewatering device 1 through the yarn path 4 for circulation use, and the reverse osmosis treated water is discharged through the yarn path 7. By circulating concentrated salt water using the reverse osmosis device 2, it is possible to make little or no supplementary light for salt water necessary, or if salt water is easily available, K&', 11
.. , the reverse osmosis device 2 may be omitted. According to the law, P = RCT. However, R: Gas constant C: Solute concentration difference between the left and right sides of the permeable membrane T: Expressed as absolute temperature.In actual case of j at 20°C, approximately 40
It becomes about 9f1cm. This value is 10 KW/i given by a mechanical dewatering and concentrating device such as a belt press.
According to the experimental results, this means that the pressure is significantly higher than the pressure of about "st", and effective dehydration is carried out.
When the sludge was dehydrated using 5% saline, the moisture content of the dehydrated cake could be reduced to about 50%.

第2図に浸透脱水装置t 1の構成の一例を示す。FIG. 2 shows an example of the configuration of the osmotic dewatering device t1.

この例では、一対の回転体11および12間に浸透膜か
らなる無端ベルト13を支持させた第1のコンベア14
と、同じく一対の回転体15および16間に通常のコン
ベアベルト17を支持させた第2のコンベア18とを有
し、第1のコンベア14の空間部14a内には濃縮塩水
が供給されろようになっている。無端ベルト13および
コンベアベルト17は各々の搬送面が対向するように配
置され、同方向に同一速度で走行し、この両者間VC汚
泥が供給される。この汚泥は、2つのコンベア14およ
び18によって搬送される間に、浸透膜からなる無端ベ
ルト13をはさんで濃縮塩水と接触することにより脱水
され、コンベア14.18の終(3) 端から脱水汚泥が排出される。
In this example, a first conveyor 14 supports an endless belt 13 made of a permeable membrane between a pair of rotating bodies 11 and 12.
and a second conveyor 18 in which a normal conveyor belt 17 is similarly supported between a pair of rotating bodies 15 and 16, and concentrated salt water is supplied into the space 14a of the first conveyor 14. It has become. The endless belt 13 and the conveyor belt 17 are arranged so that their conveying surfaces face each other, run in the same direction at the same speed, and VC sludge is supplied between them. While being conveyed by the two conveyors 14 and 18, this sludge is dehydrated by coming into contact with concentrated salt water across the endless belt 13 made of a permeable membrane, and is dewatered from the end (3) of the conveyor 14.18. Sludge is discharged.

また第3図の例では、筒状または箱状の浸透膜で構成さ
れた複数の浸透ユニット21が相互に平行に配置され、
各浸透ユニット21の一端からバイブ22を通して濃縮
塩水が供給され、他端から浸透液がバイブ23を通して
取出される。脱水すべき汚泥は、各浸透ユニット21の
外周面に接触し、この間に脱水される。なお浸透ユニッ
ト21として、浸透膜からなる中空糸を使用することも
できる。
Further, in the example shown in FIG. 3, a plurality of permeation units 21 composed of cylindrical or box-shaped permeation membranes are arranged parallel to each other,
Concentrated salt water is supplied from one end of each osmosis unit 21 through a vibrator 22, and osmotic liquid is taken out from the other end through a vibrator 23. The sludge to be dewatered comes into contact with the outer peripheral surface of each infiltration unit 21, and is dewatered during this time. Note that as the permeation unit 21, a hollow fiber made of a permeation membrane can also be used.

以上のようにこの発明によれば、m粗塩水による正浸透
作用を利用して汚泥を脱水するようにしたので、フィル
タープレスや遠IL?分離などの従来の方法と比較して
、脱水ケーキを大幅に低くi−ることかできる。
As described above, according to the present invention, sludge is dehydrated using the forward osmosis effect of coarse salt water, so it is possible to dehydrate the sludge using a filter press or far IL. Compared to conventional methods such as separation, the dewatered cake can be produced at significantly lower i-.

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

第1図はこの発明方法の工程の一例を示すフローシート
、第2図および第3図はこの発明に適用できる浸透脱水
装置をそれぞれ示す概略的縦断面図である。 (4) 1・・・浸透脱水装置、2・・・逆浸透装置、3〜7・
・・糸路、11.12・・・同転体、13・・・無端ベ
ルト、14・・−コンベア、15.16・・・回&体、
17−・・コンベアペル)、18−e・コンベア、21
・・・ユニット、22.23・・・バイス。
FIG. 1 is a flow sheet showing an example of the steps of the method of this invention, and FIGS. 2 and 3 are schematic longitudinal sectional views showing an osmotic dewatering apparatus applicable to the invention. (4) 1... Osmosis dehydration device, 2... Reverse osmosis device, 3-7.
... Thread path, 11.12... Co-rotating body, 13... Endless belt, 14... - conveyor, 15.16... Turn & body,
17-...conveyor pel), 18-e conveyor, 21
...Unit, 22.23... Vice.

Claims (2)

【特許請求の範囲】[Claims] (1)汚泥を濃縮塩水に浸透膜をはさんで接触させ、正
浸透作用で上記汚泥中の水を上記濃縮塩水に移行させる
ことを特徴とする汚泥の脱水方法。
(1) A method for dewatering sludge, which comprises bringing sludge into contact with concentrated salt water through a permeation membrane, and transferring water in the sludge to the concentrated salt water by forward osmosis.
(2)上記正浸透作用で水を吸収した浸透液を逆浸透作
用によって濃縮し、ここに得られた濃縮塩水を正浸透に
再使用することを特徴とする特許請求の範囲第1項記載
の汚泥の脱水方法。
(2) The osmotic liquid that has absorbed water by the forward osmosis is concentrated by the reverse osmosis, and the concentrated salt water obtained here is reused for the forward osmosis. Method of dewatering sludge.
JP56196144A 1981-12-04 1981-12-04 Dehydration of sludge Pending JPS5898199A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56196144A JPS5898199A (en) 1981-12-04 1981-12-04 Dehydration of sludge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56196144A JPS5898199A (en) 1981-12-04 1981-12-04 Dehydration of sludge

Publications (1)

Publication Number Publication Date
JPS5898199A true JPS5898199A (en) 1983-06-10

Family

ID=16352950

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56196144A Pending JPS5898199A (en) 1981-12-04 1981-12-04 Dehydration of sludge

Country Status (1)

Country Link
JP (1) JPS5898199A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5098575A (en) * 1990-07-13 1992-03-24 Joseph Yaeli Method and apparatus for processing liquid solutions of suspensions particularly useful in the desalination of saline water
WO1997018166A2 (en) * 1995-11-14 1997-05-22 Osmotek, Inc. Direct osmotic concentration contaminated water
JP2012236124A (en) * 2011-05-10 2012-12-06 Kobe Univ Method and apparatus for concentrating water to be treated
WO2013005369A1 (en) * 2011-07-01 2013-01-10 株式会社日立製作所 Water purification system and water purification method
JP2014061486A (en) * 2012-09-21 2014-04-10 Kubota Corp Water treatment method and water treatment system
JP2014065008A (en) * 2012-09-26 2014-04-17 Kubota Corp Water treatment method and water treatment system
US9039899B2 (en) 2011-04-25 2015-05-26 Oasys Water, Inc. Osmotic separation systems and methods
JP2020049452A (en) * 2018-09-28 2020-04-02 株式会社石垣 Osmotic pressure dewatering method of filter press and osmotic pressure dewatering system

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5190752A (en) * 1975-02-07 1976-08-09
JPS5332885A (en) * 1976-09-08 1978-03-28 Teijin Ltd Water making method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5190752A (en) * 1975-02-07 1976-08-09
JPS5332885A (en) * 1976-09-08 1978-03-28 Teijin Ltd Water making method

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5098575A (en) * 1990-07-13 1992-03-24 Joseph Yaeli Method and apparatus for processing liquid solutions of suspensions particularly useful in the desalination of saline water
WO1997018166A2 (en) * 1995-11-14 1997-05-22 Osmotek, Inc. Direct osmotic concentration contaminated water
WO1997018166A3 (en) * 1995-11-14 1997-07-03 Osmotek Inc Direct osmotic concentration contaminated water
US9039899B2 (en) 2011-04-25 2015-05-26 Oasys Water, Inc. Osmotic separation systems and methods
US10280097B2 (en) 2011-04-25 2019-05-07 Oasys Water LLC Osmotic separation systems and methods
JP2012236124A (en) * 2011-05-10 2012-12-06 Kobe Univ Method and apparatus for concentrating water to be treated
WO2013005369A1 (en) * 2011-07-01 2013-01-10 株式会社日立製作所 Water purification system and water purification method
JP2013013838A (en) * 2011-07-01 2013-01-24 Hitachi Ltd Water purification system and water purification method
JP2014061486A (en) * 2012-09-21 2014-04-10 Kubota Corp Water treatment method and water treatment system
JP2014065008A (en) * 2012-09-26 2014-04-17 Kubota Corp Water treatment method and water treatment system
JP2020049452A (en) * 2018-09-28 2020-04-02 株式会社石垣 Osmotic pressure dewatering method of filter press and osmotic pressure dewatering system

Similar Documents

Publication Publication Date Title
Bian et al. The effect of shear rate on controlling the concentration polarization and membrane fouling
US4260496A (en) Filtration process and apparatus
JPS5898199A (en) Dehydration of sludge
WO2015037557A1 (en) Apparatus and method for treating organic-containing wastewater
ES458671A1 (en) Continuous belt filter and filtration method
US5284589A (en) Process for the treatment of effluent
JPS5946644B2 (en) Membrane separation method
BR8802849A (en) PROCESS OF SEPARATION OF LIQUID MIXTURES BY PERVAPORATION
JPH0214810A (en) Treatment of aqueous suspension containing electrolyte of highly swellable laminar silicate
IT1204691B (en) Treatment of effluents from olive oil industry
KR100345725B1 (en) A Method for Purifying Wastewater Using Reverse Osmosis and Nanofiltration System
JP4071134B2 (en) Water purification membrane treatment equipment
FR2729381A1 (en) Treatment of effluents containing organic matter of animal origin
JP3197121B2 (en) Sludge concentration method
CN210505924U (en) A zero-discharge treatment device for saturated brine
KR101836114B1 (en) Wet FGD waste water treating apparatus with phase separation and a treating method thereof
JPH1157799A (en) Membrane separation activated sludge method
ES524625A0 (en) PROCEDURE WITH ITS CORRESPONDING DEVICE FOR CONTROLLING THE TRANSPORT OF SUBSTANCES IN A MEMBRANE SEPARATION FACILITY
JPS5918088B2 (en) Method for purifying valuable substances in liquid
JPS6154381B2 (en)
SU716985A1 (en) Method of processing silver-containing water
SU667218A1 (en) Solution concentration method
JPS5496247A (en) Treatment of sludgelike matter
KR100229406B1 (en) Water treating method using membrane
RU3936U1 (en) AUTOMATIC LINE FOR PREPARING THE PUMP WATER TO RETURN IT TO DIFFUSION