CA2140631A1 - Process for purifying sludge containing mainly water - Google Patents

Process for purifying sludge containing mainly water

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Publication number
CA2140631A1
CA2140631A1 CA 2140631 CA2140631A CA2140631A1 CA 2140631 A1 CA2140631 A1 CA 2140631A1 CA 2140631 CA2140631 CA 2140631 CA 2140631 A CA2140631 A CA 2140631A CA 2140631 A1 CA2140631 A1 CA 2140631A1
Authority
CA
Canada
Prior art keywords
water
sludge
mixture
process according
polyelectrolyte
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.)
Abandoned
Application number
CA 2140631
Other languages
French (fr)
Inventor
Simo Jokinen
Eija Laine
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.)
Kemira Oyj
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of CA2140631A1 publication Critical patent/CA2140631A1/en
Abandoned legal-status Critical Current

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Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5236Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
    • C02F1/5245Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents using basic salts, e.g. of aluminium and iron
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5236Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/54Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material

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  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Treatment Of Sludge (AREA)

Abstract

The invention relates to a method for improving purification of sludge containing mainly water, so that before a mechani-cal dewatering stage two components are added to the sludge in order to improve its dewatering properties. First a water-contain-ing coagulating mixture is added, which contains a ferric salt and an organic polymer having a molecular weight of under 1 000 000, and then a polyelectrolyte with a molecular weight of above 3 000 000 is added.

Description

~ W094/024~ 21~ ~ ~ S 1 PCT/FI93/00302 Process for purifying sludge contA;n;ng mainly water This invention relates to a process for purifying sludge cont~;n;ng mainly water, especially a waste water sludge of the forest industry, wherein the dewatering properties of the sludge are improved before carrying out a mechanical dewatering of the sludge.

Besides the house hold also the industries and, above all, the forest industry are producing waste water. The paper production is carried out from a diluted water suspension wherein water is an auxiliary driving medium.

Waste water contains varying amounts of dissolved and solid organic and inorganic matter originating from used raw materials. Waste water thus pollutes the water system to which it is drained. The solid, insoluble matter makes the water turbid and forms a layer of sludge on the bottom of the water system. Organic matter, whether dissolved or solid, is consuming the oxygen o~ the water system, dyeing the water and giving directly or indirectly a taste or a smell to it.

One way to purify waste water is by flocculation. Floc-culation or coagulation can be enhanced by varying the so-called zetapotential of the particles contained in the water by adding suitable chemicals. Because these additions only influence on the active sites on the solid material, quite small amounts of the chemicals are usually needed, i.e.
generally 0.1-1 mg/l. If the flocculant has a high molecular weight, it is simultaneously also functioning as a pro-tecting colloid.

There is a myriad of flocculants on market. They are water-soluble but can get hydrolyzed when diluted and form insoluble solid or colloidal matters, such as e.g. Al(OH) 3 .

W094/0~24 ~ PCT/~193/003 2 1406~ ~ 2 Because flocculants alone or as combined with the particles generally have an amphoteric nature, i.e. contain groups of opposite charges, or are salts of bases and acids, they may r and act both anionically and cationically, according to the 5 pH value of the environment. When both of the amphoteric groups contribute as much in the molecule or flake conglo-merate, which requires a certain hydrogen ion concentra-tion, the isoelectric point of the matter or flake has been reached. The zetapotential is then near the value of i0mV.
If the flocculant by itself forms flakes, such as e.g.
Al(OH) 3, Fe(OH) 3 and SiO2, the dissolved substances can be adsorbed to these flakes and thus get separated from the water to be purified. As an example the absorption of humus 15 and coloring substances to the flakes of Al(OH)3 can be mentioned.

In the following some usual flocculants are listed:
The resin qlue is mainly Na-abietate. The contribution of it 20 to the zetapotential is negative. Thus its action is anio-nlc .
The principal factors of alum are the hydrolysis products of the hexa-aquoall~m;m1m ion with a charge of +3, and the mag-nitude and the sign of the charge depend on the pH value of 25 the environment. The contribution of alum to the zetapoten-tial is positive. Thus its action is cationic.

By using both of these and by adjusting the acidity it is possible to adjust the zetapotential near the value of i0mV
30 and thus to effect flocculation.

The synthetic flocculants can be divided into following categori~s:

35 Non-ionic polymers, e.g. polyvinyl alcohol, polyethylene oxide.

~ W094/02424 2 14 D 6 3 1 PCT/Fl93/00302 Ionic polymers, the 80- called polyelectrolytes:
- anionic polymers such as polyacrylate, polymethacrylate - cationic polymers such as quaternary ~mmon; um compounds - copolymers of anionic and cationic groups, having a protein-like effect.

Copolymers of ionic and non-ionic groups, e.g. partly saponified polyacrylamide.

In the chemical treatment it is in the first r~lace question of destabilization (also called coagulation) of a colloidal suspension, so that the separate particles adhere to each other and form so large solid particles that these can be separated from the water by conventional mechanical methods.
Thus it is evident that also a part of the so-called dis-solved matter is Le,lloved in the chemical treatment.

In the chemical treatment of water usually inorganic salts are used which form trivalent ions in the water solution.
These include the alnm;n~lm and ferric salts. In chemically suitable conditions they form in water gelatinous hydroxide polymer precipitates, flocs.
When a cationic electrolyte is added in th.~ ~resence of a base so that charged polymerized hydroxide mG'ecules Me~(OH)y~ are formed, the colloid adsorbs these on its surface and the zetapotential is lowered. As a zetapotential m~k; ng the collision and adhering of the particles possible the values in the range of -5 to +5mV are generally considered.

Alum flocculates best within the pH range of 4.5 to 7.5.
Because it is by nature an acidic material in a water solution, an addition of a base is often needed in order to keep the pH value within the optimal range. Sodium aluminate W094/02424 PCT/Fl93/003 is basic by nature. The combined use of al-~m and aluminate can thus give a good result without any adjustment of the pH
with other chemicals.

When alum is added to water with a sufficient basicity alllm;nllm hydroxide is immediately formed. The molecules form quickly polymers with linear ch~;n~ and of an order of magnitude lOnm. This is observed as a turbidity. The hydro-xide polymers are ; mmP~; ~ tely absorbed on the negatively charged surface of the colloidal particle, and cover it. If there are no impurity particles present, the hydroxide po-lymers form flocs with each other. This is of course inef-ficient in respect of the water purification.

The precipitates formed with the aid of alu~ and iron salts, in the following flocs, can be small and they disintegrate quite easily. The activated silicic acid is reinforcing them; the same result is sought by the addition of long-chain polyelectrolyte chemicals, flocculating aids. Gene-rally the main purpose of this, however, is to gather up thewidely scattered and small flocs and to reduce their speci-fic surface, thus increasing the se~;m~ntation rate of the solid particles.

The destabilization of the colloids can also be carried out by adding cationic polyelectrolytes to the water to be treated. These bring the system to the isoelectrical point without any pH change. Albeit such polymers are as coagu-lants 10 to 15 times more effective as alum, they still are clearly more expensive for thi purpose. Therefore they are mainly used in very small quantities e.g. to enhance primary flocculation especially with alum.

The polyelectrolytes which are used as an flocculating aid, are generally classified according to their origin (natural or synthetic) and their ionic nature (cationic, anionic, non-ionic or copolymers). To mention examples, starch is W094/02424 2 ~ 4 0 6 3 1 PCT/Fl93/00302 natural and cationic polyacrylic acid as well as anionic polyacrylic amide are synthetic. The molecular weights vary between 15 000 to 15 000 000 and the lengths between about 5 000 to 20 OOOnm.
FI Patent Application No. 890533 presents ~ process for treatment of waste water by adding a) an inorganic pre-cipitant, b) an anionic polymer and c) a cationic polymer to the waste water. The treatment, i.e. the order of addition represents in this patent application a part of the inven-tion.

FI Patent Application No. 830492 presents an invention for forming a filter cake with such chemicals which enhance separation of solid and liquid phases. According to the application, a polyelectrolyte having a high molecular weight is first added, and finally an inorganic matter or a polyelectrolyte having a small molecular weight.

The present invention expressly concerns an improvement by which the separation of solid matter from a ~ludge is made more effective, especially from the waste water sludge of the forest industry, by a combination of a coagulant of a suitable type and polymeric chemicals.
In the forest industry, as a result of the biological puri-fication of waste water a sludge surplus is formed which is usually treated together with fibre or bark sludges. The most common way is to mix the sludges together, condition with an organic polyelectrolyte, remove water mechanically e.g. with a filter belt press and dispose of the dried (= water has been mechanically removed) sludge by burning.
The separation of water from the biosludge is very diffi-cult, and often the situation is hampered by the fact that the portion of the biosludge in the mixture to be treated is varyingO In that case the importance of the c~,nditioning ~ ~ 4 ~ 6 PCT/FI93/0030~

chemical which is added before the mechanical dewatering stage i5 further ~mp~ized.

In Finland it is also common to use a (poly)ferric sulphate or polyaluminium chloride together with a polyelectrolyte, so that this inorganic coagulant is added first, and at a later stage the polyelectrolyte. By this way a better drying result can be obtained and save in the chemical costs.

There are also publications concerning the addition of ferric sulphate and a cationic polyelectrolyt: at different mom~ntS in the conditioning of forest industry sludges [Tappi J. 1985, Chem. Eng. 1985].

According to the patents JP-893088253 and JP-02180700 the treatment of an organic sludge with ferric or alllm;nllm chemicals together with an amphoteric polymer (= a mixture of different types) will improve the separation of water from the sludge and make it more easy to remove the sludge cake from the filter cloth. The chemical consumption is also decreased.

Mixtures of an inorganic coagulant and an organic polymer have been used, for instance, tO removing turbidity of waste water, but not together with a polyelectro~ e which is added separately [US-4 902 779, US-5 035 808]. Neither are there any applications to be found on the treatment of the forest industry sludges with a system of a coagulant mixture + a polyelectrolyte.
The goal of the invention is to provide a process for purification of a sludge cont~;n'ng mainly water, especially a forest industry waste water sludge, by enhancing the dewa-tering properties of the sludge, which will further facili-tate and increase the efficiency of the subse~uent mechani-cal dewatering.

W094/02424 21 ~ 0 6 31 PCT/Fl93/00302 The main characteristics of the invention appear from the appended patent claims.

According to the invention, it has surprisingly been obser-ved that when in the first addition step (a) instead of aferric salt a mixture is u~ed wherein to the ferric salt an organic polymer with a molecular weight under 1 million is added, the amount of the organic polyelectrolyte having a molecular weight above 3 million and which is added in the second addition step (b), can be reduced without impairing the dewatering properties of the sludge. It ha~ according to the invention also been observed that if the amount of this polyelectrolyte is not reduced, the dewatering properties of the sludge are improved.
The ferric salt of the coagulant mixture which is used ac-cording to the invention, is preferably ferric sulphate and/or polyferric sulphate. This coagulant mixture is pre-ferably fonmed of a mixture of a water solution of the ferric salt and a water solution of an organic polymer. The water ~olution of the ferric salt contains preferably about 12 percent by weight ferric salt.

The coagulating mixture contains ferric salt and an organic polymer preferably at a ratio of 1:0.01 to 1:0.33.

Said organic polymer is preferably poly(dimethyl diallyl ~mmo~; um chloride) and/or polyep; ~m; ne .

Said polyelectrolyte is preferably cationic, anionic or non-ionic polyacrylamide and/or an polyamine.
r In the following the invention is described in more detail with Examples with reference to the appended drawings, wherein Fig. 1 is a graphical presentation of the correlation W094/0~ ~ ~ PCT/FI93/003 between the dry solids and CST, and Figs. 2-4 are graphical presentations of the results obt~;ne~ with the reference tests described in the Examples.
The water separability from the sludge is described by the obt~;n~hle dry solids content of the cake, also with the CST
(capillary suction time) value: the lower the CST value is, the more easily the water is separable from the sludge. It has to be noted that low CST values are also reached with overdoses of the polyelectrolyte, but then the water sepa-ration is not necessarily good. The correlation between the dry solids content and CST is represented by the curve of in Fig. 1.
There is a correlation between CST and the dry solids con-tent: when CST decreases the dry solids content increases.
Thus the CST is a very rapid method for a rough comparison of chemicals and estimation of chemical do~age.
The precentages given in the following Examples are by weight.

Example 1 In this example a sludge mixture from a forest industrial plant was used which cont~;ne~ 40~ biosludge calculated from the dry solids content and the dry solids content of which was 1,4 ~. At the first stage a coagulating mixture accor-ding to the invention was used instead of polyferric sulp-hate (reference) and at the later addition stage the amountof the polyelectrolyte was reduced. The used polyelectrolyte was a cationic polyacrylamide ~trade name Millfloc Q39).

The coagulating mixtures were mixtures of Folyferric sulp-hate PFS (12~ water solution), and polydimet~l diallyl ~mmon;um chloride (40~ water solution), in short the polymer or p-DMDACo The weight ratios of the polyferric suphate and ~ WO9~/0~4~ 21 ~ ~ ~ 3 ~ PCT/Fl93/0030~

the polymer in the coagulating mixture were the following:

PFS p-DMDAC
Coagulating mixture 1 1 : 0,13 Coagulating mixture 2 1 : 0,016 The reference test was carried out by using only PFS at the first stage. The coagulant dosage was 113mg/g of dry solids of the sludge mixture in all chemical adding methods.
The results are presented in Fig. 2 so that the reference test is (a), the coagulating mixture 1 is (b), and the coa-gulating mixture 2 is (c). According to the results the amount of the polyelectrolyte to be added at the second stage per dry solids (the horizontal axis of Fig. 2) can clearly be reduced without ;mr~lring the final result when, at the first stage, the coagulating mixture according to the invention is used. On the other hand, when only PFS is used, the dewatering result is uneven and occasionally very poor.
Example 2 In this example the starting situation was that the sludge mixture with a dry solids content of 1,5 ~ was from another forest industrial plant and contained 40 ~ f,urplus sludge from an active sludge plant and 60~ fibre sl~d~e.

In the reference test polyferric sulphate (PFS) was used at the first stage as a water solution having a Fe-content of 12~.
For the tests the coagulant mixtures 3 and 4 were prepared, which were composed of the above mentioned PFS and the po-lymeric p-DMDAC according to Example 1. The weight ratios of the coagulant mixtures were as follows:

W094/0~24 ~ PCT/FI93/003~

PFS p-DMDAC
Coagulant mixture 3 1 : 0,02 Coagulant mixture 4 1 : 0,03 When conditioning with any of the three chemical addition ways the same polyelectrolyte dosage, which was lmg/g, was used after the above mentioned dosage. The polyelectrolyte was a cationic polyacrylamide as a 0.5~ water solution. The trade name of the polyelectrolyte is Fennopol K1351 and its molecular weight was over 3xl06.

The results are presented in Fig. 3, where the result of the reference test is (A), the result obtained with the result coagulant mixture 3 is (B), and the result -~ith the coagu-lant mixture 4 is (C). From the Figure it car ~e seen, thatwhen the coagulant mixtures 3 and 4 are used, a higher sludge dry solids content is obtained than with only PFS, when the polyelectrolyte dosage with all three is the same.
An essential improvement can be obt~;ne~ especially with relatively high PFS dosages.

Example 3 In this example a sludge mixture of a third plant was used, which sludge contained less biosludge than in the previous examples, only 4~ of the dry solids.

As a reference coagulant PFS (12~ water solution) was used and as the coagulants according to the invention the follo-wing mixtures of PFS and p-DMDAC (40~ wate solution) with the following weight ratios:

PFSThe polymer Coagulant mixture 5 i :0,18 Coagulant mixture 6 1 :0,25 Coagulant mixture 7 1 :0,33 The dosage of the coagulant mixture was 10-15 mg/g of the 2i~0631 W094/0~ ~ PCT/Fl93/00302 dry solids. As the polyelectrolyte after the dosage of the coagulant a 0.5~ water solution of polyacrylamide was used.
The trade name of the polyelectrolyte is Fennopol K504.

The results are presented in Fig. 4, wherein the reference test is (I), so that the result I~ was obtA;neA with the dosage of lOmg/g and the result Ib was obt~;ne~ with the dosage of 15mg/g. The result of the coagulant mixture 5 is (II~, wherein the dosage was lOmg/g. With the coagulant mixture 6 the results III~ and IIIb were obtained, corres-ponding the dosages of lOmg/g and 14mg/g. The coagulant mixture 7 is (IV) and the dosage was 10 mg/g.

From the Figure it can be seen that increasing the amount of both PFS and the organic polymer m; ~e~ to PFS essentially improves the dewatering properties of the sludge, i.e. the CST value is reduced. The amount of the polyelectrolyte can thus be reduced considerably.

.. . .

Claims (7)

Claims
1. a process for purifiying a waste water sudge of forest industry containing mainly water, comprising a stage, at which a mechanical dewatering of the sludge is carried out, characterized in that before the mentioned dewatering stage the sludge is treated in order to enhance its dewatering properties in the following order:
a) with a water-containing coagulating mixture containing a ferric salt and an organic polymer having coagulating properties by itself and having molecular weight of under 1 000 000, and b) with a polyelectrolyte with a molecular weight of over 3 000 000.
2. Process according to claim 1, characterized in that the ferric salt of the coagulating mixture is ferric sulphate and/or polyferric sulphate.
3. Process according to claim 1, characterized in that said organic polymer is poly(dimethyl diallyl ammonium chloride) and/or polyepiamine.
4. Process according to claim 1, characterized in that the polyelectrolyte is a cationic, anionic tai non-ionic polyacrylamide and/or polyamine.
5. Process according to claim 1, characterized in that the coagulating mixture ration of ferric salt: organic polymer =
1:0.01:1:0.33.
6. Process according to claim 1, characterized in that the water-containing coagulating mixture is composed of a mixture of a water solution of the ferric salt and a water solution of said organic polymer.
7. Process according to claim 6, characterized in that the water solution of the ferric salt contains out 1 weight percent of ferric iron.
CA 2140631 1992-07-21 1993-07-21 Process for purifying sludge containing mainly water Abandoned CA2140631A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI923315 1992-07-21
FI923315A FI923315A (en) 1992-07-21 1992-07-21 FOERFARANDE FOER FOERBAETTRANDE AV AVLAPPSVATTENSLAMMENS VATTENAVSKILJNINGSFOERMAOGA

Publications (1)

Publication Number Publication Date
CA2140631A1 true CA2140631A1 (en) 1994-02-03

Family

ID=8535637

Family Applications (1)

Application Number Title Priority Date Filing Date
CA 2140631 Abandoned CA2140631A1 (en) 1992-07-21 1993-07-21 Process for purifying sludge containing mainly water

Country Status (7)

Country Link
EP (1) EP0649390A1 (en)
JP (1) JPH07508924A (en)
AU (1) AU4572293A (en)
CA (1) CA2140631A1 (en)
FI (1) FI923315A (en)
RU (1) RU95107659A (en)
WO (1) WO1994002424A1 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB9411444D0 (en) * 1994-06-08 1994-07-27 Cdm Ab Dewatering of suspensions
GB2322128B (en) * 1997-02-18 2001-08-15 Acideka S A Mixed coagulants
BE1012286A3 (en) * 1997-02-28 2000-09-05 Acideka S A Method for producing composite coagulants to clarify water, compositecoagulants obtained using said method and water clarification method withsaid composite coagulants
NL1005503C2 (en) * 1997-03-12 2000-02-23 Acideka Production of mixed coagulants for water clarification - comprising addition of a water-soluble cationic polymer derived from one or more vinyl monomer to an inorganic coagulant
US6685834B1 (en) * 1999-12-20 2004-02-03 Kruger, Inc. Method for conditioning and dewatering thermophilic aerobically digested biosolids
US20090095678A1 (en) * 2007-10-15 2009-04-16 Musale Deepak A Purification of oil sands pond water
CN105217757A (en) * 2015-10-22 2016-01-06 石家庄蓝江生物环保科技有限公司 Inorganic whisker coagulating agent and its production and use
CA3066819A1 (en) * 2017-06-13 2018-12-20 Kemira Oyj Method for treating sludge
CN114763272A (en) * 2021-01-12 2022-07-19 轩德(深圳)环保科技有限公司 Sludge reduction and harmless treatment method for composite coagulation solid-liquid separation

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3642619A (en) * 1970-08-31 1972-02-15 Calgon Corp Conditioning sewage waste sludges for dewatering
GB1512022A (en) * 1976-08-05 1978-05-24 Hemlab Ag Flocculating agents for water treatment
US4251363A (en) * 1979-09-11 1981-02-17 American Cyanamid Company Anionic polymeric flocculant combinations for settling phosphate slimes
DE3820110A1 (en) * 1988-06-13 1989-12-14 Nalco Chemical Co Process for dewatering sewage sludges
GB9021565D0 (en) * 1990-10-04 1990-11-21 Allied Colloids Ltd Dewatering compositions and processes

Also Published As

Publication number Publication date
RU95107659A (en) 1996-12-20
WO1994002424A1 (en) 1994-02-03
AU4572293A (en) 1994-02-14
FI923315A (en) 1994-01-22
JPH07508924A (en) 1995-10-05
FI923315A0 (en) 1992-07-21
EP0649390A1 (en) 1995-04-26

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