EP1575876A1 - Procede et appareil de traitement electrochimique de milieu aqueux souille - Google Patents

Procede et appareil de traitement electrochimique de milieu aqueux souille

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Publication number
EP1575876A1
EP1575876A1 EP03788733A EP03788733A EP1575876A1 EP 1575876 A1 EP1575876 A1 EP 1575876A1 EP 03788733 A EP03788733 A EP 03788733A EP 03788733 A EP03788733 A EP 03788733A EP 1575876 A1 EP1575876 A1 EP 1575876A1
Authority
EP
European Patent Office
Prior art keywords
reactor
electrochemical
aqueous medium
effluent
settling chamber
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.)
Withdrawn
Application number
EP03788733A
Other languages
German (de)
English (en)
Inventor
Jean- Mile Gallot
Camil Dutil
Dan Zegan
Yves Comeau
Rock Chabot
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.)
ENVIROGAIN Inc
Original Assignee
ENVIROGAIN Inc
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 ENVIROGAIN Inc filed Critical ENVIROGAIN Inc
Publication of EP1575876A1 publication Critical patent/EP1575876A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
    • C02F1/463—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrocoagulation
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/34—Treatment of water, waste water, or sewage with mechanical oscillations
    • C02F1/36—Treatment of water, waste water, or sewage with mechanical oscillations ultrasonic vibrations
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
    • C02F1/444—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by ultrafiltration or microfiltration
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
    • C02F1/465—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electroflotation
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/72—Treatment of water, waste water, or sewage by oxidation
    • C02F1/74—Treatment of water, waste water, or sewage by oxidation with air
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
    • C02F1/46104—Devices therefor; Their operating or servicing
    • C02F1/46109—Electrodes
    • C02F2001/46119—Cleaning the electrodes
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/20—Nature of the water, waste water, sewage or sludge to be treated from animal husbandry
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00—General aspects of water treatment
    • C02F2301/04—Flow arrangements
    • C02F2301/043—Treatment of partial or bypass streams

Definitions

  • the present invention relates to an apparatus and a method for purifying contaminated liquids and, more particularly, to a method and, an apparatus for the electrochemical treatment of contaminated liquids, such as livestock and industrial wastewater.
  • Electrodes thereof which may be soluble or insoluble, often get fouled by pollutants and oxidation products during the electrolysis process. This lowers capacity and reduces efficiency. Attempts have been made to overcome this problem.
  • United States Patent No. 4,338,178 issued on July 6, 1982 to Efimov et al. discloses a vertical electrocoagulation cell mounted directly under a horizontal electrofloatation cell.
  • a "pure” electrolyte is injected under the electrocoagulation cell to provide for the separation of the effluent and the sacrificed consumable electrodes of the electrocoagulation cell in order to prevent fouling of the consumable electrodes.
  • the unit disclosed in this patent has the disadvantage of requiring a great amount of "clean" water to operate under normal condition. Furthermore, the application is limited to small process unit.
  • United States Patent No. 5,558,755 issued on September 24, 1996 to Gardner-Clayson et al. discloses a tubular electrochemical cell with non- consumable electrodes.
  • the apparatus includes a fluidized bed of metallic particles to promote turbulence inside the electrochemical cell and, thus, improve current efficiency.
  • the tubular cells will be most likely difficult to replace and repair.
  • such an apparatus is not suitable for treatment of effluent having a high concentration of organic br colloid matters.
  • the metallic particles will suffer from thin film depositions to its surface. Such a phenomenon may impair the coagulation to proceed successfully.
  • European Patent number EP 0794157 issued to Ming Shing discloses an electrochemical cell in which the effluent to be treated flows upwardly tlirough a tortuous S-shaped path. Because high pressure of water is required to prevent clogging, the electrode blades must be tightly sealed. It is obvious that electrode maintenance and replacement are time consuming. Moreover, negative pressure occurs in the dead zone of the flow path. This can result in an excessive
  • a common shortcoming of all the foregoing prior art apparatus is the buildup of metal oxide layers on the anode surfaces. These layers may also lead to an excessive increase of the ohmic resistance of the electrochemical cell and therefore to a frequent interruption of the electrochemical process. On the other hand, if the treatment lasts over an optimal point, the solubilization of phosphate raises, and therefore the yield of the electrochemical treatment falls.
  • Waste water generally contains negatively charged colloids organic particles which are not easy to settle and thereafter to remove. It is a further object of one embodiment of the present invention to provide reaction chambers to precede either simultaneity or separately with charge neutralization, i coagulation, flocculation and sedimentation in compact equipment. The charge net carried by each particles are neutralized- with the anions released in the anode.
  • Flocculation is the stage whereby the destabilized particles are induced to collect into larger aggregates. It is followed by rapid settling in a sedimentation chamber.
  • an apparatus for electrochemical purification of a contaminated aqueous medium comprising at least one electrochemical reactor and a re-circulation system for causing at least a portion of the aqueous medium to flow back into the electrochemical reactor after the contaminated aqueous medium has been treated.
  • a method for separating contaminants from a contaminated effluent comprising the steps of: feeding the contaminated effluent to be treated into an apparatus comprising at least one electrochemical reactor and a re-circulation system, submitting the contaminated effluent to a succession of electrochemical treatments by re-circulating the contaminated effluent through the apparatus for a period of time sufficient to obtain an agglomeration of the contaminants contained in the effluent, and evacuating the agglomerated contaminants.
  • an electrochemical cell comprising a set of electrode plates mounted between a pair of opposed non-conductive walls defining on respective inner faces thereof a series of longitudinally spaced-apart parallel slots for receiving opposed longitudinal edges of the electrode plates, thereby holding the electrode plates in a parallel spaced-apart relationship to one another.
  • the contaminated liquid is submitted to a succession of electrochemical treatments and the contaminants are separated from the liquid by floatation and by gravity settling.
  • the liquid to be treated is re-circulated through the apparatus until the level of contaminants contained in the liquid reaches a predetermined level.
  • a portion of the contaminants is carried up by floatation and is extracted in the form of foam.
  • Another portion of the contaminants is agglomerated (i.e. flocculated and coagulated) in the form of sludge.
  • the sludge is preferably separated from the liquid by a gravity settling process.
  • the present invention provides for the reduction of the concentration of phosphorous in the contaminated liquid to a level as low as 1 mg/1, thereby allowing the purified liquid to be discharged back into the environment.
  • the present invention also provides for the oxidation of the non- biodegradable organic residual loads, and the destruction of pathogenic germs.
  • the present treatment method is particularly effective for effluents which have gone through a preliminary biological purification treatment.
  • an apparatus for performing the above-described purification treatment method may comprise a main tank equipped with electrofloatation and electrocoagulation reactors and defining a gravity settling chamber, and a system for re-circulating the liquid to be treated through the apparatus.
  • the re-circulation of purified liquid through the reactors greatly contributes to prevent the electrodes of the reactors from fouling.
  • the recirculation of the liquid is also advantageous in that the size of the apparatus can be kept to a minimum and the manufacturing costs thereof can be reduced.
  • the present invention provides for the application of a series of complex electrochemical treatments based on the combined effect of electrofloatation, electrocoagulation and electrofloculation by ensuring an optimal re-circulation period of the contaminated liquid to be treated as a function of its characteristics and the degree of purification to be obtained.
  • By controlling the interaction, the duration and the intensity of each step of the treatment and by recirculating the contaminated liquid it becomes possible to obtain a significant improvement of the agglomeration effects on the contaminants, thereby facilitating removal thereof through the use of floatation and settling techniques. It also becomes possible to take advantage of the effect of the various electrochemical reactions to promote the oxidation of the organic residual and non-biodegradable loads and the destruction of the pathogenic germs.
  • a method for treating a contaminated aqueous effluent comprising the steps of: feeding the contaminated aqueous effluent to a treatment apparatus comprising at least one electrochemical reactor, a settling chamber and an effluent re-circulating system, submitting the effluent to a succession of electrochemical treatments by re-circulating the effluent through the apparatus for a predetermined number of cycles so as to obtain a separation and an agglomeration of the contaminants in the form of foam and sludge, removing from the effluent the foam produced in the electrochemical reactor and the sludge settled in the settling chamber, and collecting the clean effluent into a reservoir.
  • the apparatus is provided with a programmable control system for controlling the circulation of the effluent tlirough the apparatus, the number of passes thereof through the various treatment sections of the apparatus as well as the intensity of the electric field to be generated in the electrochemical reactors of the apparatus as a function of the degree of contamination of the effluent.
  • the electrochemical reactors are realized by a combination of the two following variants:
  • An electrochemical reactor with insoluble electrodes such as stainless steel grids or plates, titanium grids or plates or any other corrosion-proof conducting plates.
  • the connection of the electrodes to a source of electric current results in the generation of hydrogen and oxygen bubbles.
  • the main role of this type of reactor is to create a floatation reaction with the formation of foam at the surface of the liquid to be treated. A great portion of the contaminants present in the liquid to be treated will be contained in the formed foam. It is also possible to take benefit from the oxidation phenomenon of the organic matter in order to improve the efficiency of the overall purification process.
  • an injection of fine air bubbles can be added to the flow of contaminated liquid passing through the reactor.
  • An electrochemical reactor with soluble electrodes such as steel, aluminum or iron electrode plates.
  • soluble electrodes sacrificial consumable electrodes
  • the connection of the soluble electrodes to a source of electric current is associated with the production of electrode dissolution products with which the contaminated liquid is mixed as it flows through the reactor.
  • the main role of this type of reactor is to produce metallic cations (Fe 2+ , Al 3+ ), which contribute to destabilize negatively charged colloidal suspension.
  • metallic cations Fe 2+ , Al 3+
  • these cations are immediately transformed into their corresponding hydroxides which by their reactivity provide for a co- precipitation of the soluble hydroxides and phosphorous particles.
  • the injection of fine air bubbles in the stream of the contaminated liquid which flows through the reactor is associated with an agitation of the liquid which contributes to prevent fouling of the electrodes and to oxidize ferrous ions to ferric ions.
  • the settling chamber of the apparatus comprises a vertical reservoir having a generally rectangular cross-section and at least a pair of sidewalls which are inclined at about 60 degrees.
  • the settling chamber may further include a set of lamellar plates which are also inclined at about 60 degrees to facilitate the decantation.
  • the re-circulation system of the apparatus comprises a pump mounted in a recirculation line. A series of weir plates are preferably provided between the various sections of the main tank to control the flow of the effluent through the apparatus.
  • a mechanical separator such as a filtration membrane is integrated into an electrochemical treatment device.
  • a re-circulation circuit is provided for causing at least a portion of the effluent leaving the reactor to be redirected therein.
  • a switching mechanism is preferably provided for selectively isolating the mechanical separator from the re-circulation circuit, thereby allowing the effluent to be only re-circulated through the reactor.
  • an electrochemical treatment device for treatment of a contaminated effluent, comprising a recirculation circuit for circulating said effluent through a closed loop, an electrochemical reactor and a mechanical separator integrated to said closed loop for gradually purifying the effluent each time the effluent is circulated therethrough.
  • Fig. 1 is a schematic vertical cross-section view of an apparatus for the electrochemical treatment of contaminated liquids in accordance with a preferred embodiment of the present invention
  • Fig. 2 is a top plan view of the apparatus shown in Fig. 1;
  • FIG. 3 is a perspective view of one half of the apparatus shown in Fig. 1;
  • Figs. 4a to 4c are perspective view of an electrocoagulation cell in accordance with a preferred embodiment of the present invention;
  • Fig. 5 is a perspective view of an electrocoagulation cell in accordance with a second embodiment of the present invention.
  • Fig. 6 is a perspective view of an electrofloatation cell in accordance with a preferred embodiment of the present invention.
  • Figs. 7a and 7b are perspective view of an electrofloatation cell in accordance with a second embodiment of the present invention.
  • Figs. 8a and 8b are graphic representations of the evolution of the residual phosphorus during the purification process of synthetic water
  • Fig. 8c is a graphic representation of the evolution of the pH of the synthetic water during the purification process thereof.
  • Fig. 9 is an example of a graphic that can be generated by the controlled system of the apparatus to determine the condition of the electrodes.
  • DESCRIPTION OF THE PREFERRED EMBODIMENTS Fig. 1 illustrates an electrochemical treatment apparatus 10 suited for separating contaminants from a contaminated aqueous medium, such as livestock wastewater (e.g. liquid manure) and industrial wastewater.
  • the apparatus 10 is particularly suited for purifying wastewater from livestock " or agricultural industries.
  • the apparatus 10 comprises a top open ended main tank 12 divided into a plurality of compartments or chambers interconnected in fluid flow communication. More specifically, the main tank 10 ⁇ defines a first reactor chamber A, a second reactor chamber B, a gravity settling chamber D having a bottom contaminant settling zone F, a clear liquid collection chamber H provided at the top of the gravity settling chamber D for receiving clear liquid therefrom, a clear liquid disposal chamber E connected in fluid flow communication to the collection chamber H for receiving clear liquid therefrom, and a foam receiving chamber G for receiving the foam resulting from the passage of the contaminated aqueous medium through the first and second reactor chambers A and B.
  • the main tank 12 is preferably formed from metal sheets and the reactor chambers A and B are preferably lined with an electric insulating material, such as a plastic material or from metal sheets with plasticization.
  • the main tank 12 can be also made of concrete.
  • the settling chamber D is provided with a pair of sidewalls 14 inclined at an angle comprised between 45 and 60 degrees.
  • the collection chamber H has an open bottom wall 16 for allowing liquid to pass from the settling chamber D into the collection chamber H.
  • the open bottom wall 16 is provided in the form of a perforated plate covering part of the settling chamber D and defining a plurality of inlet openings 18.
  • the collection chamber H further includes a pair of sidewalls 20 defining a series of spaced-apart openings 22 adapted to be located under the level of liquid for ensuring an intake of clear liquid and prevent the presence of foam in the disposal chamber E, as will be seen hereinafter.
  • the collection chamber H is provided at one end thereof with a weir plate 24 for allowing the clear liquid to flow at a given rate from the collection chamber H into the disposal chamber E.
  • a pump 26 is provided for feeding the aqueous medium to be treated into the main tank 12 via a delivery pipe 28.
  • a valve 30 is provided for adjusting the flow of contaminated aqueous medium through the delivery pipe 28.
  • the pump 26 is shut down and a pump 32 forming part of a re-circulation system 34 is activated to circulate the aqueous medium through the apparatus 10.
  • the pump 32 of the re-circulation system 34 is mounted in a re-circulation line 36 having an inlet pipe 38 connected in fluid flow communication with the disposal chamber E and an outlet pipe 40 comiected in fluid flow communication with a bottom end portion of the first reactor chamber A.
  • First and second valves 42 and 44 are provided upstream and downstream of the re-circulation pump 32 for controlling the flow of the aqueous medium through the re-circulation line 36.
  • the aqueous medium to be treated is first supplied to the bottom of the first reactor chamber A.
  • the aqueous medium is caused to flow upwardly through a non- consumable electrofloatation cell 46 removably mounted in the first reactor chamber A.
  • the first reactor chamber A and the electrofloatation cell 46 form an electrofloatation reactor in which a portion of the contaminants contained in the aqueous medium to be treated is transformed into foam, as will be seen hereinafter.
  • the electrofloatation cell 46 includes a pair of horizontal electrode plates 48, each of which is sandwiched between a base plate 50 and a clamping plate 52 defining a central rectangular opening.
  • the base plate 50 and the clamping plate 52 of each set are drawn one towards the other by four clamping screws 54.
  • Four plastic cap screws 56 and four plastic nuts 58 are provided for holding the two sets of clamping and base plates 50 and 52 together.
  • Four plastic washers 60 are provided between the two sets of plates about the cap screws 56 to isolate the electrode plates 48 from one another.
  • Electric connectors (not shown) are provided for allowing the so assembled electrofloatation cell to be fed with dc current or alternating current.
  • Each base plate 50 is provided with a mounting ami 62 by which the electrofloatation cell can be releasably secured to the sidewall of the first reactor chamber A.
  • Each electrode plates 48 are preferably provided in the form of a stainless steel screen.
  • the electrofloatation cell 46 can take the form of a series of parallel and vertically oriented spaced- apart monopolar plates 64 depending from a pair of laterally spaced-apart support members 66 removably mounted to an inner surface of a closure plate 68 adapted to be removably bolted to a sidewall of the first reaction chamber A to close an opening defined therein.
  • the electrofloatation cell 46 can be readily removed as a unit from the first reactor chamber A tlirough the opening normally closed by the closure plate 68.
  • the supports 66 are made of an electrically conducting material and are connected at respective proximal ends thereof to electric connectors 70 mounted to the closure plate 68. As shown in Fig.
  • each monopolar plate 64 is provided at an upper edge thereof with a pair of laterally spaced-apart internally threaded cylinders 72 for threaded engagement with corresponding threaded pins 74.
  • the pins 74 extend through longitudinally extending slots 76 defined in the support members 66 and are provided with respective head portions 78 for allowing the pins 74 to hang from the support members 66 once inserted in the slots 76 thereof. It is understood that the pins 74 and the cylinders 72 are made of electrically conducting material for allowing current to be fed to the plates 64 via the support members 66.
  • an air diffuser 80 is provided in the bottom portion of the first reactor chamber A underneath the electrofloatation cell 46 for injecting compressed air in the form of fine bubbles into the first reaction chamber A.
  • oxygen and hydrogen micro-bubbles are generated, (diameter of about 10 /mi)
  • the oxygen and hydrogen bubbles like the injected air bubbles, rise to the surface bringing with them the suspended and colloidal particles contained in the aqueous medium, which flows in the same direction (co-current flow) as the bubbles generated in the first reactor chamber A.
  • the suspended and colloidal particles are agglomerated and gradually transformed into foam at the surface of the aqueous medium.
  • a foam remover 82 is provided for directing the foam formed at the surface of the aqueous medium into the foam receiving chamber G, wherein the foam is drained via a drain 84 operated by a valve 86.
  • the foam remover 82 comprises a plurality of fins 88 extending outwardly at right angles from an endless belt 90 extending over a pair of rollers 92, one of the rollers 92 being driven in rotation for driving the belt 90 in the direction indicated by arrow 94.
  • the removal of the suspended and colloidal particles allows the aqueous medium to progressively become clearer.
  • the oxygen bubbles act as an oxidant and allows the organic molecules to split up, thereby facilitating the oxidation thereof.
  • the hydrogen formed at the cathode of the electrofloatation cell 46 is a reducer which provides for the hydrogenation of the organic molecules, thereby rendering the organic molecules less resistant to oxidation.
  • the air diffuser 80 could be replaced by a commercially available ultrasound generator mounted at the bottom of the reactor chamber A to emit sound vibrations to cause dirt accumulated on the electrode plates to fall therefrom, thereby preventing fouling of the electrodes.
  • the aqueous medium is directed from the top open end of the first reactor chamber A into the top open end of the second reactor chamber B.
  • the flow of aqueous medium between the first and second reactor chambers A and B is controlled by a pair of weir plates 96 over which the aqueous medium has to flow to pass from the first reactor chamber A into the second reactor chamber B.
  • the aqueous medium is circulated downwardly through the second reactor chamber B, i.e. in a direction opposite to the flow of aqueous medium in the first reactor chamber A.
  • the second reactor chamber B houses an electrocoagulation cell 100 through which the aqueous medium is passed vertically downwardly before flowing into the gravity settling chamber D via an outlet opening 102 defined at the bottom of the second reactor chamber B.
  • the electrocoagulation cell 100 comprises a plurality of side-by-side soluble electrode plates, including monopolar steel plates 104 and bipolar steel plates 106 housed in spaced-apart relationship in an open ended casing 108 comprising a back wall 110, a pair of sidewalls 112 and a front wall 114.
  • the front and back walls 110 and 114 are provided on respective inner surfaces thereof with a plurality of laterally-spaced apart vertical slots 116 for respectively receiving the front and rear longitudinal edges of the electrode plates.
  • the back wall 110, the front wall 114 and the sidewalls 112 are made of an insulating material, such as plastic, and are glued, screwed or otherwise secured together in a box-like configuration.
  • the front plate 114 defines a series of through holes 115 for receiving a corresponding series of threaded connectors 117 extending forwardly from the supply bars 119 secured to the front longitudinal edges of the monopolar plates 104. As shown in Fig. 4c, each supply bar 119 is secured to an associated monopolar plate 104 by means of screws 121.
  • the supply bars 119 are preferably made of brass or bronze.
  • a front cover plate 118 provided with a series of sealing plugs 120 is adapted to be removably mounted to the sidewall of the second reaction chamber B to enable ready access to the electrocoagulation when need be.
  • the threaded connectors 117 are adapted to extend through the sealing plugs 120 for allowing the electrode plates to be connected to a source of current external to the second reactor chamber B.
  • Fig. 5 illustrates a second embodiment of an electrocoagulation cell which includes a set of soluble electrode plates, including monopolar steel plates 122 and bipolar steel plates 124, received between a pair of plastic plates 126 having a series of slots 128 defined in respective inner facing side thereof for receiving opposed longitudinal edges of the soluble electrode plates.
  • the monopolar plates 122 are electrically connected in pairs by engagement of iron bars 130 with the hooks 132 provided at respective upper edges of the monopolar plates 122.
  • Each .iron bar 130 is bolted at one end thereof to an associated connector 134, which is in turn, connected to a source of current (not shown).
  • the plastic plates 126 are beveled at the bottom end thereof for allowing the electrocoagulation cell illustrated in Fig.
  • the electrocoagultion cell can be easily removed from and installed in the second reactor chamber B via the top open end thereof and that without the use of any tool.
  • pressurized air is fed into the bottom of the second reactor chamber B via the air diffuser 80.
  • the aqueous medium flows in counter-current to the ascending movement of the air bubbles and the oxygen and hydrogen bubbles formed in the second reactor chamber B.
  • oxygen and hydrogen micro-bubbles (diameter of about 10 ⁇ m) are generated and these micro-bubbles, while rising to the surface in counter-current to the flow of contaminated aqueous medium, bring with them some of the suspended and the colloidal particles which are still present in the aqueous medium.
  • the suspended and colloidal particles are agglomerated at the surface of the aqueous medium and gradually transformed into foam.
  • the foam generated in the first electrochemical reactor the foam generated in the second electrochemical reactor is removed by the foam remover 82.
  • the electrocoagulation cell 100 produces major coagulation and flocculation effects on the contaminants contained in the aqueous medium.
  • anodic and cathodic reactions as well as homogenous phase reactions occur simultaneously.
  • the oxidation reactions occur at the boundary reactional layer.
  • the electrons from the boundary layer are picked up by the anode and directed to an external circuit (not shown).
  • an iron electrode the following reactions occur: Fe ⁇ Fe 2+ +2e ⁇ and H 2 O ⁇ 2H + H-O 2 ( )+2e (2)
  • the first equation (1) is the reaction of the dissolution of the anode (iron material) and is the main source of ferrous ions in the second reactor.
  • the third reaction (3) namely the evolution of the hydrogen due to the electrolysis of the water is defined as follows:
  • Reaction (6) represents the oxidation of the ferrous ions by dissolved oxygen in the form of ferric hydroxide precipitate. The change of colour of the solution from green to brown or light amber is indicative of the presence of this reaction:
  • the soluble phosphates contain in the aqueous medium to be treated are mamly in the form of orthophosphates (HPO 4 " and PO 4 " ).
  • the phosphates are eliminated by the adsorption thereof on the iron hydroxides.
  • the formed Fe-P complex will be destabilised by the competitive adsorption of the OH " ions and the phosphorus will be rejected back in the solution; Therefore, the treatment must be stopped when the optimal pH is reached in order to prevent the phosphorus from being released back into the solution to be decontaminated.
  • Corresponding optimal pH and reaction time are calculated from a kinetic model where electrochemical, the initial pH, the electric conductivity, the phosphate concentration, and the concentration of suspending particles are previously known. Optimal values of the time reaction and pH are settled in the automatic system.
  • the electrofloatation cell 46 and the electrocoagulation cell 100 can be interchangeably mounted in either one of the first and the second reactor chambers A and B.
  • the electrofloatation treatment could be done with the contaminated aqueous medium flowing in counter-current to the oxygen and hydrogen bubbles and the electrocoagulation treatment could be done with the contaminated aqueous medium flowing in co-current to the oxygen and hydrogen bubbles.
  • the settling or sedimentation chamber D could be placed between the first and second reactor chambers A and B. Also, the settling chamber could be provided in the form of an individual concrete sedimentation tank.
  • the aqueous medium flows in the form of a jet through a turbulence zone C in the settling chamber D.
  • a set of spaced-apart parallel smooth plates 138 inclined at approximately 60 degrees is preferably removably mounted in the settling chamber D.
  • the plates 138 act as a mechanical separator.
  • the aqueous medium loaded with iron hydroxide particles and other floes is subject to decantation while rising to the surface of the settling chamber between the plates 138.
  • a mechanical agitator 140 is provided to ensure an optimal mixing ratio in the flocculation zone of the settling chamber D.
  • first and second valves 142 and 144 are respectively connected to first and second outlet conduits 146 and 148 for respectively discharging the clear liquid and the sludge from the settling chamber D.
  • a mechanical separation system 150 is preferably selectively combined to the electrochemical reactors A and B.
  • the separation system can be integrated in the re-circulation system 34 or, alternatively, into the settling chamber D.
  • the separation system 150 can be used as an alternative to the plates 138 or in addition thereof. Indeed, as shown in Fig. 1, the treated liquid collected in the disposal chamber E is selectively directed into the separation system 150 or into a bypass conduit 160.
  • the filtration liquid is typically bypassed by closing valve 156 and opening valve 158. Later one during the treatment process, when the concentration of solid matter in the liquid falls under a predetermined threshold, the valve 156 is opened to allow the liquid to flow through the separation system 150 before being either pumped back into reactor A by pump 32 or directed to an outlet of the apparatiislO through valve 164. Both valves 156 and 158 can be opened at the same time so that only a portion of the total flow is processed through the supplemental separation system 150.
  • the separation system 150 can be provided in the form a separation system, such as a hydrocyclone, a particle filtration unit, a membrane filtration unit, etc.
  • the separation system, 150 may comprise a membrane module 151, a suction pump 151, and a concentrate outlet line 154 that can be connected to a backwash module (not shown) when it is desired to wash the separation system 150.
  • the membrane module 151 preferably has an average pore size between 0.0002 ⁇ m and 50 ⁇ m and more preferably have an average pore size between 0.0005 ⁇ m and 1 ⁇ m.
  • Membranes manufactured by Hydranautics under the Trade Mark ESPA 1 to 5 series, HydraCap 40-60 series may be used.
  • immersed membranes may replace the plates 138 in the settling chamber D, suitable membranes include for example those manufactured by Zenon Environmental Inc (ZeeWeed ® 500 series), by Mitsubishi or by Kubota.
  • the suction pump 152 creates a transmembrane pressure across the membranes of the module 151 resulting in the rejection of bacteria or suspended solids.
  • the concentrate is evacuated through line 154.
  • the liquid pumped through the membranes by the suction pump 152 permeate to the permeate line 153. If it is desired to evacuate the filtered liquid, valve 162 is closed and valve 164 is opened. However, if it is desired to re-circulate the filtered liquid through the reactors A and B and the settling chamber D in a closed loop circuit until the level of contaminant contained in the aqueous medium reaches an acceptable level, valve 162 is opened and valve 164 is closed.
  • the recirculation of "clear" liquid through the reactor chambers A and B advantageously prevents fouling of the electrode plates and clogging of the inter-electrode spaces by the impurities contained in the contaminated aqueous medium.
  • the injection of pressurize air below the electrochemical cells 46 and 100 also contributes prevent fouling of the electrode plates. Pressurized air could also be injected into the settling chamber D for allowing oxidation of ferric and ferrous ions.
  • the recirculation pump 32 is shut down and the valves 142 and 144 are opened.
  • the purified liquid is then discharged via outlet conduit 146 and the sludge formed during the purification process is discharged via outlet conduit 148.
  • the operation of the apparatus 10 is controlled by an automated control unit (not shown).
  • the control unit is adapted to control the circulation of the effluent through the apparatus 10, the number of passes thereof through the various treatment sections of the apparatus as well as the intensity of the electric field to be generated in the electrochemical reactors as a function of the degree of contamination of the effluent.
  • Table 2 shows the results at the optimal rates of phosphorus removal. These experimental results are in accordance with the phenomenologic model (not shown) to predict the performance according to the operating conditions (current intensity, reaction time and the electric conductivity) and the configuration of the electrochemical cell. The global purification tendency can be predicted with the proposed phenomenologic model.
  • One of the major advantages of the present invention is the safe scale-up of the process. From table 2, it can be observed that the removal efficiency for the following elements can reach:
  • the condition of the electrodes can be defined by the following relation:
  • the parameter ⁇ represents the surface of an active site available on an electrode (namely the cathode) expressed in a non-dimensional number for an electrochemical reaction.
  • a low value of ⁇ (below 0.5) provides an indication that less and less number of active sites are available, thereby indicating that the electrode has to be cleaned or changed.
  • a ⁇ value comprised between 0.5 and 0.8 indicates a normal operating condition of the electrodes.
  • Fig. 9 describes the evolution of the condition of the electrodes ⁇ • as a function of time.
  • the electrode is in a very clean condition.
  • the condition of the electrodes remains in a normal operating condition (points 21-46).
  • the suspended solids reach a critical threshold (> 3000-10000 mg/L)
  • the electrode is in a worn out state (point 51).
  • the condition of the electrodes is continuously renewed as a result of the re-circulation process of the purified water which provides for a progressive removal of the dirt from the electrodes (points 51 -92).
  • the condition of the electrodes can be monitored and cleaned as required by at least one of the following modes:

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  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • General 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)
  • Water Treatment By Electricity Or Magnetism (AREA)

Abstract

L'invention concerne un appareil (10) pour la purification électrochimique d'un milieu aqueux souillé comportant au moins un réacteur électrochimique (A, B) connecté par fluide à une chambre de décantation (D). Un système de recyclage (34) permet de faire couler de nouveau au moins une partie du milieu aqueux dans le réacteur électrochimique (A, B) après traitement du milieu aqueux souillé et nettoyage partiel au moins dans la chambre de décantation (D).
EP03788733A 2002-12-23 2003-12-22 Procede et appareil de traitement electrochimique de milieu aqueux souille Withdrawn EP1575876A1 (fr)

Applications Claiming Priority (3)

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US43526602P 2002-12-23 2002-12-23
US435266P 2002-12-23
PCT/CA2003/002005 WO2004056711A1 (fr) 2002-12-23 2003-12-22 Procede et appareil de traitement electrochimique de milieu aqueux souille

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EP1575876A1 true EP1575876A1 (fr) 2005-09-21

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EP (1) EP1575876A1 (fr)
AU (1) AU2003292932A1 (fr)
CA (1) CA2510467A1 (fr)
WO (1) WO2004056711A1 (fr)

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ES2327808B1 (es) * 2007-04-16 2010-07-08 Sima 11, S.L. Procedimiento para tratar aguas o residuos liquidos y conjunto de reactores electroquimicos para tratar dichas aguas o residuos segun dicho procedimiento.
CN101462784B (zh) * 2008-07-31 2011-09-28 诸暨市天佑环保科技有限公司 电催化氧化装置
EP2230211B1 (fr) * 2009-03-09 2013-09-04 F-Tec Systems SA Installation et procédé de pré-traitement d'eau brute
CN101759253B (zh) * 2010-01-15 2011-05-04 王万寿 电化学处理方法及电化学反应器
GB2494299B (en) * 2011-08-31 2015-07-29 Aguacure Ltd An electrochemical apparatus
WO2014128295A1 (fr) 2013-02-22 2014-08-28 Ec Norway As Dispositif d'électrocoagulation
FR3005651B1 (fr) * 2013-05-16 2017-03-31 Concept Rolland Dev Procede de traitement d'effluents d'elevage et dispositif correspondant
EP3257818A1 (fr) 2016-06-15 2017-12-20 Aquatec, Proyectos Para El Sector Del Agua, S.A.U. Methode et dispositif pour la purification electro-chimique de l'eau
FI128091B (en) * 2018-04-22 2019-09-13 Timo Korpela Wastewater treatment and disinfection by combined flotation
CN108609788A (zh) * 2018-04-23 2018-10-02 浙江奇彩环境科技股份有限公司 一种磷系阻燃剂废水的处理工艺
US10981819B2 (en) * 2018-06-28 2021-04-20 Fluent Technologies, Llc Variable pulsed ionic waste stream reclamation system and method
US20210402419A1 (en) * 2018-09-27 2021-12-30 Au Environmental Pty Ltd Liquid treatment unit and method
CN110436681B (zh) * 2019-08-23 2024-05-28 中国恩菲工程技术有限公司 处理废水的系统
DK181544B1 (en) * 2022-10-05 2024-04-24 Scl System Aps System for treating a flow of liquid

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FR2707282B1 (fr) * 1993-07-06 1995-08-18 Electricite De France Cellule d'électrocoagulation pour dispositif d'épuration électrolytique des eaux résiduaires.
US5611907A (en) * 1994-04-18 1997-03-18 Global Water Industries, Inc. Electrolytic treatment device and method for using same
EP0761603A1 (fr) * 1995-08-29 1997-03-12 IMEC vzw Procédé et dispositif pour le traitement des eaux usées au cours du polissage de semi-conducteurs
IT1318629B1 (it) * 2000-07-18 2003-08-27 Signore Giovanni Del Procedimento per la rimozione di metalli pesanti, in particolaredell'arsenico, dall'acqua ed apparecchiatura per la sua esecuzione.
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AU2003292932A1 (en) 2004-07-14
WO2004056711A1 (fr) 2004-07-08

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