METHOD FOR RECOVERING WATER AND CHEMICALS FROM PLANTS FOR TREATING EFFLUENTS FROM PULP AND PAPER FACTORIES

Abstract

Process for upgrading effluent treatment plants for pulp and paper production processes, where salts are removed from the effluent for water reuse and chemical recovery. The process comprises a first dialysis system for salt removal, a second treatment system for recovery or re-concentration, and optionally a post-treatment of the re-concentrate preventing liquid discharges to the environment. In the first system, a reversible electrodialysis or reversible pulsed step is carried out, separating the salts from the effluent, which are sent to the second treatment system to concentrate the salts (re-concentrate) or transform them into useful chemicals for the same process (recovery). Chemical recovery is achieved by electrodialysis with bipolar membranes or metathesis, to reduce the re-concentrate stream, which cannot be reused in the same plant. Lastly, this stream may be treated by spray drying, crystallization or evaporation.

Claims

1. A process for the recovery of water from pulp and paper mill effluent treatment plants free of organic matter and salts for subsequent recirculation, the process comprising: a) passing previously physically and biologically treated effluent in the effluent treatment plant to a tertiary treatment system for coarse removal of remaining organic matter, the tertiary treatment system selected from: electrocoagulation, chemical coagulation, photooxidation, electrooxidation, chemical oxidation, flotation filtration, centrifugation, or cyclone separation to obtain an effluent with organic matter content of less than 100 ppm, b) passing the effluent obtained in step (a) through a filtration system to generate an effluent free of remaining suspended solids from the tertiary treatment, c) passing part of the effluent free of remaining suspended solids obtained in step (b) through a first dialysis system selected from a pulsed electrodialysis reversal (pEDR) or an electrodialysis reversal (EDR) to form a concentrate and a dialyzed effluent, d) passing the concentrate obtained in step (c) through a second treatment system for at least one of the recovery of chemicals or re-concentration of salts as a reject re-concentrate stream with a content of salts not useful for a pulp and paper production process.

2. The process of claim 1, wherein, in step (d), the second treatment system is selected from: conventional electrodialysis (ED), bipolar electrodialysis (BPED), or metathesis (EDM).

3. The process of claim 2, comprising: a) passing the reject re-concentrate stream obtained in step (d) to a drying system to form a condensate and a solid by-product, which is a soluble salt, to be reused in another application and to prevent liquid discharges into an exterior environment.

4. The process of claim 1, wherein treatment prior to step (a) is carried out to remove particulate matter, adjust the pH, and remove part of the organic matter from the effluent to be treated.

5. The process of claim 1, wherein a filtration system is used in the step (b) and is selected from: self-cleaning disc filters, cartridge filters, or multimedia filters.

6. The process of claim 1, wherein in step (c), part of the effluent free of remaining suspended solids enters a dilution zone of the first dialysis system for the removal of ions which move to a concentrate zone of the first dialysis system.

7. The process of claim 6, wherein a stream that is divided into the concentrate stream obtained in step (c) and a recirculation stream from the concentrate zone is obtained from the first dialysis system, wherein the recirculation stream is recirculated to the concentrate zone of the first dialysis system and is mixed with the dilution stream that comprises part of the effluent free of remaining suspended solids to avoid oversaturation and encrustation of salts in the concentrate zone.

8. The process of claim 6, where the dialysate effluent stream is obtained from the dilute zone of the first dialysis system, wherein the dialysate effluent stream is taken to cooling towers to obtain a dialyzed and cooled effluent stream that is configured to be recirculated to a pulp and paper production process after passing through a raw water treatment plant.

9. The process of claim 3, wherein the drying system is selected from evaporators, spray dryers, or crystallizers.

10. The process of claim 3, where the condensate obtained from the drying system is mixed with the dialysate effluent stream coming from the diluate zone of the first dialysis system before entering cooling towers.

11. The process of claim 3, where a liquid by-product stream and a reject re-concentrate stream obtained from the second treatment system and the solid by-product obtained after step (e) in the drying system depend on the second treatment system.

12. The process of claim 11, wherein, when the second treatment system comprises a conventional electrodialysis, the liquid by-product stream comprises a dialyzed effluent that is mixed with the effluent free of remaining suspended solids and the solid by-product comprises salts that are present in the processed effluent.

13. The process of claim 11, wherein, when the second treatment system comprises a bipolar membrane electrodialysis, the liquid by-product stream comprises soda and acid from the separation of salts from the concentrate stream and the solid by-product comprises salts that are present in the processed effluent, and when the tertiary treatment system of step (a) is an electrocoagulation, the acid of the liquid by-product stream is used as a pH adjuster.

14. The process of claim 11, wherein when the second treatment system comprises electrodialysis with metathesis, the liquid by-product stream comprises sodium sulfate, the reject re-concentrate stream comprises chloride salts and the solid by-product comprises chloride salts.

Description

BRIEF DESCRIPTION OF THE FIGURES

[0016] FIG. 1: is a schematic representation of the process of upgrading an effluent treatment plant to achieve “zero liquid discharge” in pulp and paper mills.

DETAILED DESCRIPTION OF THE DISCLOSURE

[0017] The disclosure relates to a process of water recovery from pulp and paper mill effluent treatment plants, comprising the following steps: [0018] a) pass the previously physically and biologically treated effluent in the effluent treatment plant, to a tertiary treatment system to be selected from: electrocoagulation, chemical coagulation, photooxidation, electrooxidation, chemical oxidation, flotation and/or filtration, centrifugation, or cyclone separation, for coarse removal of remaining organic matter, obtaining an effluent with low organic matter content (1) (less than 100 ppm), measured as chemical oxygen demand. [0019] b) pass the effluent (1) obtained in step (a) through a filtration system (2), for safety, to generate an effluent free of the remaining suspended solids (3) from the tertiary treatment. [0020] c) pass part of the effluent free of suspended solids (3) obtained in step (b) through a first dialysis system (EDR, 4), which is selected from a pulsed electrodialysis reversal or a electrodialysis reversal for separation of a concentrate (7) and recovery of the water as a dialyzed effluent (13). [0021] d) pass the concentrate (7) obtained in step (c) through a second treatment system (8), using conventional electrodialysis (ED), bipolar electrodialysis (BPED) or metathesis (EDM), for the recovery of chemicals (9, 17) and/or re-concentration of salts, as a re-concentrated reject stream (10), with a content of salts not useful for the pulp and paper production process. [0022] e) optionally pass the re-concentrated rejection stream (10) obtained in step (d), through a drying system (11), obtaining a condensate (14) and a solid by-product (12) to be reused in the same pulp and paper manufacturing process or in another application requiring it, preventing liquid discharges into the environment. [0023] f) optionally pass the dialyzed effluent (13) obtained in step c, and the condensate (14) obtained in step (e) through a cooling tower (15), if the pulp and paper production process require it, to control the temperature of the water feeding the industrial plant.

[0024] FIG. 1 shows the treatment of an effluent (1), which has been previously treated by conventional tertiary treatments for the removal of sediments and organic matter, such that the quality of the effluent stream (1) matches the input requirements to a first dialysis system (4), with respect to fouling elements, pH, temperature, and organic matter, where these pretreatments are selected from one or more pretreatment systems: electrocoagulation, chemical coagulation, photooxidation, electrooxidation, chemical oxidation, in addition to flotation and/or filtration, centrifugation or cyclone separation. EDR, electrodialysis reversal, is preferred as the first dialysis system (4) because of its robustness and efficiency compared to conventional ED or other membrane methods. Whereby, the system of the disclosure may be coupled to effluent treatment plants already in operation. Other recovery methods, such as “Mechanical Vapor Compression (MVC)”, may be preferred when there is no installed effluent treatment infrastructure, such as activated sludge or conventional effluent treatment plants.

[0025] The first dialysis system, EDR (4) may require a pretreatment with a filtration system (2) to be selected from: self-cleaning disc filters, cartridge filters or multimedia filters, preventing the passage of suspended solids remaining from tertiary effluent treatment. Preferably, pretreatments that do not increase the load of inorganics are used because it increases the number of steps required in the first dialysis system, EDR (4), to reach the desired dialysis level, and consequently, the size and cost of operation of the EDR plant (4) and the subsequent recovery or drying processes (8, 11).

[0026] Part of the filtered effluent (free of remaining suspended solids) (3) enters the first treatment or dialysis system, EDR (4), specifically in the diluate zone (compartment II), where the ions are removed. These ions, mainly inorganic salts, move towards the concentrate zone (compartment I), to be returned through a recirculated concentrate stream (5), towards the same cell, maximizing recovery. Thus, a small stream of concentrate (7) passes to a second treatment system (8) of the process. At this point it is necessary to reincorporate part of the effluent free of remaining suspended solids (3) through a dilution stream (6), to avoid supersaturation and salt encrustation in compartment I, where said dilution stream (6), is mixed with the recirculated concentrate stream (5), before entering compartment I.

[0027] The second treatment system (8) allows maximum recovery of the remaining effluent and/or the recovery of chemicals, depending on the process selected. This process may consist of conventional electrodialysis (ED), bipolar membrane electrodialysis (BPED), or electrodialysis with metathesis (EDM). A stream of liquid by-product(s) (9, 17) and a re-concentrated reject stream (10) are obtained from this second treatment system (8), with salts that are not useful in the pulp and paper production process. The liquid by-product(s) obtained (9, 17) also depend(s) on the selected process (8). In the case of using conventional ED, the liquid by-product obtained (9) will be dialyzed water, which may be re-mixed with the effluent free of suspended solids (3) for reprocessing. When using BPED, the liquid by-product obtained will consist of a soda stream (9) and acid (17) from the dissociation of salts from the concentrate stream (7), which may be returned to the effluent treatment process or pulp and paper production as chemical inputs. If EDM is used, the liquid by-product obtained (9) will be sodium sulfate, which may be returned to the pulp and paper production process as a chemical input. The reconcentrated reject stream (10), for each of the cases, may optionally be sent to a drying step by means of a drying system (11) which is selected from: crystallizers, evaporators, spray dryers, to avoid the disposal of liquid waste in water bodies. The condensate (14) may be mixed with the dialyzed effluent (13), which comes from compartment II, to be sent to cooling towers (15) if it is necessary to lower the effluent temperature before recirculation. On the other hand, a solid by-product (12) is obtained from the drying system (11). This solid by-product (12) is a soluble salt whose composition depends on the process used in the second treatment system (8) (ED, BPED or EDM). For conventional ED and BPED, the composition of the solid by-product (12) will consist of the salts present in the treated effluent, concentrated to the maximum using this second treatment system (8). The use of BPED will lead to a reduction in the size of the drying step through the drying system (11) selected, since part of the salts will be transformed into chemical inputs returned to the production process in the liquid by-product obtained (9, 17), reducing the number of salts to be dried in the drying system (11). On the other hand, if the technology used is EDM, the re-concentrated reject stream (10) will consist mainly of chloride salts, since part of the inorganic content (sodium sulfate) of the liquid by-product obtained (9) is returned to the pulp and paper production process, while the solid by-product (12) will consist of chloride salts concentrated to the maximum. By recovering utility salts from the effluent with EDM, the amount to be dried in the drying system is reduced (11). Thus, the use of BPED and EDM represents a more sustainable way of treating the concentrate stream (7). Finally, the dialyzed and cooled effluent (16) may be sent to the raw water treatment plant to re-enter the pulp and paper production process, and the solid by-product (12), reused in the same pulp and paper manufacturing or in another industry or application as appropriate. This eliminates the discharge of liquids out of the system.

EXAMPLES

[0028] With the embodiments of this disclosure, it is possible to recover at least 85% of the final effluent of a Kraft process. In all examples it is assumed that the effluent has already passed through a tertiary treatment of chemical coagulation or electrocoagulation, flotation and filtration or centrifugation, and meets the input requirements of a first dialysis system, EDR (4). It is also assumed that it passed through an effective filtration system (2) that removes suspended solids (3) that may be left over from tertiary treatment, prior to the first dialysis system, EDR (4).

[0029] In the first dialysis system with EDR (4), 85 to 95% of the water from the effluent may be recovered, depending on the characteristics of the effluent, the main limitation being the types of elements contained in the effluent and the input pH. Wastewater rich in calcium, magnesium, aluminum, iron, and manganese, for example, will limit recovery, since these salts may precipitate and encrust the system in the concentrate compartment I or in the second treatment system (8). For the examples described in the following paragraphs, an effluent is used that has a calcium and magnesium concentration of less than 50 ppm, and an Al, Fe and Mn concentration of less than 0.1 ppm each, never exceeding 1 ppm during unstable operation. Thus, a recovery of 90% is estimated in the first dialysis system, EDR (4). The pH is also critical, mainly because in an alkaline medium organic matter is present in colloidal form, so a slightly acidic pH is preferred, with a range of 5 to a maximum of 8.

[0030] The dialysis level in EDR (4) determines the quality of the water obtained to be reused in the same pulp and paper mill. The conductivity of the dialyzed water is usually around 50 to 400 μS/cm, depending on the input conductivity of the filtered effluent and the number of steps in the first dialysis system, EDR (4). Thus, if an effluent with a conductivity of about 2,000 μS/cm enters a first dialysis system, EDR (4) of 3 steps, the water obtained would have a conductivity of about 180 μS/cm, considering a reduction of 55% of conductivity for each step, this decreases in conductivity per step may change according to the types of membrane and spacers used by the EDR supplier. Quality requirements will be defined by each plant.

[0031] In the second treatment system (8) there are major differences; here there are several alternatives that will be described in separate examples according to the treatment of the concentrate coming from the first EDR dialysis system (4).

Example 1

[0032] The treatment of the concentrate stream (7) coming from the first dialysis system, EDR (4) contemplates the production of soda (9) and a mixture of acids (17) (mainly sulfuric and hydrochloric acid) using bipolar membrane electrodialysis (BPED) in the second treatment system (8). This variant is especially attractive when an electrocoagulation process is used in tertiary treatment as a step prior to the filtration system (2). In electrocoagulation, a pH adjustment of the effluent pH is required to obtain, after this treatment, a slightly acidic pH stream before entering the first dialysis system, EDR (4), so the acid stream (17) generated in BPED is especially useful to adjust the pH in the same effluent treatment, prior to tertiary treatment with electrocoagulation. On the other hand, the soda (9) as a liquid by-product obtained with BPED, may be sent to the pulp and paper production process.

[0033] In this case, no subsequent evaporation is required if the entire stream is sent to pH adjustment, since the major impurities remain in the acid compartment of the BPED cell and are directed to pH adjustment through the acid stream (17), which is returned to the electrocoagulation process, where the salts are precipitated avoiding their accumulation in the circuit. This acid stream (17) will contain part of the salts coming from the concentrate stream (7); the content of these salts will depend on the recovery obtained in BPED in the second treatment system (8). The maximum possible recovery is preferred, to avoid sending salts back to the effluent. If there is an overproduction of acid (17) for pH adjustments in the effluent, this acid may be used for other purposes in the pulp and paper mill. Otherwise, it may be reduced to solids using the drying system (11).

Example 2

[0034] Treatment of the concentrate stream (7) coming from the first dialysis system, EDR (4) may be carried out with the use of electrodialysis with metathesis (EDM) in the second treatment system (8), where the sulfate salts (mainly Na.sub.2SO.sub.4) may be selectively separated from the chloride salts. This re-concentrate of chloride salts (10) is highly soluble (with solubilities on the order of 300,000 ppm). Therefore, the stream containing these reconcentrated salts (10) is a small flow (<1% of the total effluent). The sulfate salts in the liquid by-product stream obtained (9) from the second treatment system (8) may be returned to the pulp and paper production process, while the small flow with chloride salts in the re-concentrated salt stream (10) may be sent to the drying system (11) using evaporation, spray drying or crystallization, to avoid its discharge as effluent, if necessary.

Example 3

[0035] The concentrate stream (7) coming from the first dialysis system, EDR (4) may be re-concentrated with conventional ED in the second treatment system (8) using acid and antiscalants to prevent scale formation. This way is the simplest way to obtain a re-concentrated salt stream (10) suitable for a drying step in a drying system (11) by evaporation, spray drying or crystallization. However, the methods in examples 1 and 2 are preferred, as they are considered more sustainable. The other liquid by-product stream obtained (9) corresponds to a demineralized effluent, which may be sent upstream, in combination with the effluent stream free of suspended solids (3), to be reprocessed.

ADVANTAGES OF THE EMBODIMENTS OF THE DISCLOSURE

[0036] By applying the process described herein, the following comparative advantages may be achieved with what has currently been developed in the prior art: [0037] recovery of water for use during periods of drought. [0038] prevention of effluent discharges into bodies of water, achieving “zero liquid discharge” in production processes. [0039] compliance with restrictive environmental standards in terms of discharges into water bodies. [0040] recovery of chemicals useful for effluent treatment or pulp and paper mills. [0041] reduction of water consumption per ton of product produced. [0042] reduction of the water footprint (amount of water used per amount of product produced).