WO2008062970A1 - Electro-chemical water processing apparatus and method thereof - Google Patents

Electro-chemical water processing apparatus and method thereof Download PDF

Info

Publication number
WO2008062970A1
WO2008062970A1 PCT/KR2007/005735 KR2007005735W WO2008062970A1 WO 2008062970 A1 WO2008062970 A1 WO 2008062970A1 KR 2007005735 W KR2007005735 W KR 2007005735W WO 2008062970 A1 WO2008062970 A1 WO 2008062970A1
Authority
WO
WIPO (PCT)
Prior art keywords
wastewater
electrodes
electro
water treatment
chemical water
Prior art date
Application number
PCT/KR2007/005735
Other languages
English (en)
French (fr)
Inventor
Chi Jung Jeon
Jong Sung Kim
Kwang Su Kim
Sang Ki Hong
Original Assignee
Chi Jung Jeon
Jong Sung Kim
Kwang Su Kim
Sang Ki Hong
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
Priority claimed from KR1020060114701A external-priority patent/KR100841664B1/ko
Application filed by Chi Jung Jeon, Jong Sung Kim, Kwang Su Kim, Sang Ki Hong filed Critical Chi Jung Jeon
Priority to US12/515,670 priority Critical patent/US8323474B2/en
Priority to CN200780049004.7A priority patent/CN101573299B/zh
Publication of WO2008062970A1 publication Critical patent/WO2008062970A1/en

Links

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
    • C02F1/66Treatment of water, waste water, or sewage by neutralisation; pH adjustment
    • 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
    • C02F1/46Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/461Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
    • C02F1/46104Devices therefor; Their operating or servicing
    • C02F1/46109Electrodes
    • C02F1/46114Electrodes in particulate form or with conductive and/or non conductive particles between them
    • 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
    • C02F1/46Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/461Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
    • C02F1/467Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction
    • C02F1/4672Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction by electrooxydation
    • 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
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/76Treatment of water, waste water, or sewage by oxidation with halogens or compounds of halogens
    • 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
    • C02F1/46Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/461Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
    • C02F1/46104Devices therefor; Their operating or servicing
    • C02F1/46109Electrodes
    • C02F2001/46128Bipolar electrodes
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/105Phosphorus compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/12Halogens or halogen-containing compounds
    • C02F2101/14Fluorine or fluorine-containing compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/001Upstream control, i.e. monitoring for predictive control
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/003Downstream control, i.e. outlet monitoring, e.g. to check the treating agents, such as halogens or ozone, leaving the process
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/05Conductivity or salinity
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/06Controlling or monitoring parameters in water treatment pH
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/40Liquid flow rate
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2303/00Specific treatment goals
    • C02F2303/18Removal of treatment agents after treatment

Definitions

  • the present invention relates to an electro-chemical water processing
  • treatment apparatus and an electro-chemical water treatment method using the same, and more particularly to an electro-chemical water treatment apparatus using a titanium electrode, a ceramic electrode or an electrode array in order to remove total nitrogen (TN) ingredients of ammonia nitrogen, nitrous acid nitrogen, nitrate nitrogen etc., organic matters of BOD
  • wastewater includes nitrogen ingredients such as nitrate nitrogen (N ⁇ 3 ⁇ -N), nitrous acid nitrogen (N ⁇ 2 ⁇ ⁇ N), ammonia nitrogen (NH 3 -N,
  • NH 4 + -N nitrogen ingredients of cyanogen (CN " ) state
  • organic materials of BOD (Biological Oxygen Demand) and COD (Chemical Oxygen Demand) induction ingredients Accordingly, a water treatment apparatus and a water treatment method are required to remove these materials before the wastewater is discharged.
  • a biological treatment method is recommended to remove nitrogen ingredients.
  • a treatment cost is high, and a reaction time is long, there is a problem that the whole facility becomes large.
  • a running condition is complicated according to a hydrogen ion concentration (pH) control, or temperature or wastewater ingredients. Since microorganism is extirpated in the case of wastewater containing poisonous materials or toxicants such as heavy metals or chloride ions, there is a problem that the kinds of wastewater to which the biological treatment method can be applied are limited.
  • an electrolytic device of the existing electro-chemical water treatment apparatus uses an electrode plate of a general metallic material, but such an existing electrode plate does not fulfill a demand of developing a recent new electrode plate that can improve electric power expense curtailment, durability, corrosion-resistance, abrasion-resistance, chemical resistance and life.
  • an electro-chemical water treatment apparatus comprising: a wastewater collection reservoir that contains wastewater; a wastewater storage retention reservoir that controls a hydrogen ion concentration (pH), an electrical conductivity and an amount of flow of wastewater that is supplied from the wastewater collection reservoir; an electrolyte tank which supplies the wastewater with an electrolyte for making the electrical conductivity of the wastewater in the wastewater storage retention reservoir as an electrical conductivity at which an electrolysis can be achieved; a hydrogen ion concentration (pH) conditioner tank that supplies a hydrogen ion concentration (pH) conditioner for the wastewater in the wastewater storage retention reservoir; an electrolyzer including an anode plate and a cathode plate through which an anode direct current and a cathode direct current flow, respectively, when an electricity is applied to a bipolar electrode, and a number of electrodes which are arranged as an electrification body between the anode plate and the cathode plate, respectively, and which electrolyses the wastewater supplied from
  • an electro-chemical water treatment method comprising:
  • the physical treatment in the pre-treatment process (a) comprises the step of projecting coagulant and polymer into the original wastewater to facilitate an electrolysis, to thereby remove suspended solid (SS) and dissolved solid (DS) included in the original wastewater.
  • SS suspended solid
  • DS dissolved solid
  • the chemical treatment in the pre-treatment process (a) comprises a chemical treatment process having at least one of the steps of projecting NaCl or NaOCl into the original wastewater, to thereby control an electrical conductivity and remove non-degradable organic matters included in the wastewater, and projecting Ca(OH)2 or Ca(C10)2, to thereby remove F, and projecting a bubble removal agent.
  • the post-treatment process comprises at least one step selected from the steps of filtering the wastewater in order to remove sludge, aerating in order to supply air for the wastewater, and filtering the wastewater in order to remove additional remaining smell or residual chlorine, before discharging the wastewater.
  • the electro-chemical water treatment apparatus and method thereof according to the present invention provides the following advantages.
  • the present invention provides an electro-chemical water treatment apparatus which can separate pollution materials rapidly from wastewater using a titanium electrode, a ceramic electrode or an electrode array that can be applied to an environment where an existing electrode cannot be used, or an electrolyzer and an electrolysis system having problems such as an excessive electric power expense, or a temperature rise by generation of heat.
  • the present invention provides an efficient electro-chemical water treatment method by selectively performing respective pre-treatment and post-treatment processes according to components and states of wastewater.
  • the present invention provides an electro-chemical water treatment apparatus and method thereof, which removes pollution materials contained in wastewater which pollutes a quality of water, to thereby prevent a secondary pollution material from being produced, and which performs a wastewater treatment process automatically, to thereby reduce a wastewater treatment expense.
  • the present invention provides an electro-chemical water treatment apparatus and method thereof, which uses a ceramic base material to thereby increase an electrode lifetime so that the lifetime can be extended semi-permanently, in comparison with a general electrode lifetime of about 2-5 years, which uses a ceramic electrode to thereby greatly save an electric power expense at a level of 50-60% of that of a general electrode, in order to exhibit an identical electrolytic rate, and which enables a smooth electrification as an electrical conductivity of wastewater is high, to thereby improve a water treatment efficiency.
  • FIG. 1 is a schematic diagram for explaining an electro-chemical water treatment apparatus using a ceramic electrode according to an embodiment of the present invention
  • FIG. 2 is a perspective view for explaining a structure of an electrolyzer illustrated in FIG. 1 ;
  • FIG. 3 is a cross-sectional view cut along a line A-A of FIG. 2;
  • FIG. 4 is a plan view for explaining a structure of an electrolytic device and a stream of wastewater of electrolytic device in the electrolyzer illustrated in FIG. l ;
  • FIG. 5 is a plan view for explaining an electrical connection state of the electrolytic device and an electrification state of the respective electrode plates which are illustrated in FIG. 4;
  • FIG. 6 is a plan view for explaining a structure of an electrolytic device and a stream of wastewater in the electrolytic device according to another example of the electrolyzer illustrated in FIG. 1;
  • FIGS. 7 through 9 are perspective views illustrating an electrode array according to another example of an electrification body illustrated in FIG. 2;
  • FIG. 10 is a block diagram showing a controller in an electro-chemical water treatment apparatus according to the present invention.
  • FIG. 11 is a flowchart view illustrating an electro-chemical water treatment method according to the present invention.
  • an electro-chemical water treatment apparatus using a ceramic electrode largely includes a wastewater collection reservoir 10, a wastewater storage retention reservoir 20, an electrolyzer 30, and a controller 70 (see FlG. 10).
  • the wastewater collection reservoir 10 temporarily contains wastewater which flows in via an inlet pipe 11 from a wastewater generation source.
  • a first water level sensor 41 is mounted in the wastewater collection reservoir 10 in order to keep the level of the contained wastewater at a certain level (Lw).
  • the wastewater exhausted through the wastewater collection reservoir 10 moves to a flow amount controller 13, through an outlet pipe 12.
  • the flow amount controller 13 and the wastewater storage retention reservoir 20 are connected to a first connection pipe 16 and a first pump 61. Accordingly, the wastewater of the wastewater collection reservoir 10 moves to the wastewater storage retention reservoir 20 through the first pump 61.
  • the flow amount controller 13 is connected between the wastewater collection reservoir 10 and the first pump 61, to thus play a role of keeping an amount of wastewater which flows in by the first pump 61 at a certain rate.
  • a manual valve 15 is connected to the flow amount controller 13 through a branch pipe 14.
  • the wastewater storage retention reservoir 20 controls an electrical conductivity of wastewater according to a given reference value, and controls a hydrogen ion concentration (pH) according to a wastewater discharge standard, in order to electrolyze wastewater and discharge the electrolyzed wastewater.
  • an electrolyte tank 22 which supplies electrolyte in order to control an electrical conductivity and a hydrogen ion concentration (pH)
  • a pH conditioner tank 23 that supplies a pH conditioner are connected with an electrical conductivity meter 65 and a pH meter
  • a pH sensor 46 that measures pH of wastewater is installed in the inside of the wastewater storage retention reservoir 20.
  • a first level sensor 22a and a second level sensor 23a which identify a residual quantity of the electrolyte and the pH conditioner are installed in the electrolyte tank 22 and the pH conditioner tank 23, respectively, in order to prevent the electro-chemical water treatment apparatus from malfunctioning due to shortage of the electrolyte or pH conditioner.
  • a quantity of wastewater contained in the wastewater storage retention reservoir 20 must keep always a certain level of wastewater. The reason is because treatment of wastewater should be consecutively processed, and the electrolyte and the pH conditioner should be projected by respective certain amounts in correspondence to a quantity of wastewater that flows in to keep an electrical conductivity and a hydrogen ion concentration (pH) of the wastewater at certain values. For this reason, the level of the wastewater in the wastewater storage retention reservoir 20 should be kept within a certain range.
  • a third water level sensor 43 is installed in the wastewater storage retention reservoir 20, in order to sense level of the wastewater within an allowable certain range.
  • the controller 70 controls the first pump 61 to thus manage level of the wastewater within a certain range.
  • the level of the wastewater storage retention reservoir 20 may be kept lower or higher than a lower limit value or upper limit value, respectively.
  • the water level may become higher than the upper limit value, in the case that the first pump 61 excessively runs or a discharge amount of the first pump 61 decreases, but the water level may become lower than the lower limit value, in the case that an amount of wastewater which flows out to the electrolyzer 30 is larger than an amount of wastewater which flows in to the wastewater storage retention reservoir 20 through the first pump 61.
  • the low limit value and the upper limit value of the water level are detected by the second water level sensor 42.
  • the controller 70 controls the water level of the wastewater storage retention reservoir 20 within a certain range of water level through the third water level sensor 43, and stops running of the electro-chemical water treatment apparatus if the second water level sensor 42 detects that the water level of the wastewater storage retention reservoir 20 becomes lower than the lower limit value or higher than the upper limit value, and simultaneously makes an alarm for an administrator through a buzzer 88, to thereby make the administrator take action.
  • pH of the wastewater in the wastewater storage retention reservoir 20 is kept into 10-11 which is higher than a pH value of neutrality.
  • a pH control range of influent wastewater changes according to composition of organic matters and the kind of the wastewater.
  • gas that is produced in the electrolysis process can be purified using a wet gas scrubber.
  • the electrolyzer 30 has an electrolytic device 50 that electrolyses wastewater therein. As illustrated in FIG. 2, an inlet 26a and an outlet 27a are formed at a height lower than height of the top portion of the electrolytic device 50, and is linked with the wastewater storage retention reservoir 20 through the second connection pipe 26 and an outlet pipe 27 is linked in the outlet 27a.
  • the second pump 62 that transfers wastewater of the wastewater storage retention reservoir 20 to the electrolyzer 30 is connected to the second connection pipe 26.
  • a washer 36 that can project a bubble removal agent is installed on top of the electrolyzer 30, in the case that the electrolytic device 50 is washed or bubbles excessively occur during electrolysis.
  • an overflow step 35 is formed at one side of the upper end of the electrolyzer 30, at a height (H) a little lower than the height of the upper end of the electrolytic device
  • surplus wastewater (Fwi) passes over the overflow step 35 and moves to an overflow chamber 34.
  • the surplus wastewater (Fw 1 ) which moves to the overflow chamber 34 returns to the wastewater storage retention reservoir 20 through a return pipe 27.
  • a flow meter 24 is connected between the wastewater storage retention reservoir 20 and the second pump 62 in order to prevent the overflow. Accordingly, an amount of flow which is supplied to the electrolyzer 30 is measured in order to control the amount of flow to become an amount of flow which does not overflow.
  • a flow control valve 25 which can be manually opened and closed is connected between the flow meter 24 and the second pump 62. Accordingly, a quantity of wastewater which flows in the second pump 62 is manually established to thus prevent the overflow.
  • the washer 36 is placed on the upper portion of the electrolytic device 50 in the electrolyzer 30, and is used to wash an anode plate 51, a cathode plate 53, and a number of electrodes 52a and 52b that constitute the electrolytic device 50. Further, the washer 36 is used to project a bubble removal agent in the case that an excessive number of bubbles occur during electrolysis.
  • the reason of projecting the bubble removal agent to thus remove bubbles is because oxygen and hydrogen are generated by a side reaction at electrolysis, and thus bubbles that contain oxygen and hydrogen which have a danger of explosion are severely induced in the case that a surface active agent has been included in wastewater.
  • a bubble removal agent is mixed to the wastewater before electrolysis, and the wastewater is made to circulate in the inside of an electrolysis reactor. Then, the wastewater is sprayed at a high pressure to remove bubbles using a number of bubble removal nozzles 36b whose spray directions are set toward the electrolytic device 50, a distribution pipe 36a that supplies the number of bubble removal nozzles 36b with cleaning water, a second solenoid valve 68 which controls a cleaning water supply with respect to the distribution pipe 36a, and a third pump 63 which supplies high pressure water to the second solenoid valve 68 in the case that cleaning water is not high pressure water but is not an unnecessary component in the case that the cleaning water is high pressure water.
  • Ca(0H)2 or Ca(C10) 2 are used to then remove fluorine in which fluorine is precipitated in a CaF 2 form.
  • polymer can be used to improve precipitation.
  • an electric power consumption which is consumed for electrolysis is an important factor which may become a total cost for maintaining an electro-chemical water treatment apparatus.
  • an electrical conductivity is very important. As an electrical conductivity is high, a target electrolytic rate can be obtained using a low voltage. On the contrary, if an electrical conductivity is low, a relatively high voltage is needed to obtain an identical electrolytic rate. Accordingly, much electric power is consumed.
  • an electrical conductivity should be heightened using a support electrolyte illustrated in Table 1, in the case that an electrical conductivity of wastewater is low.
  • a support electrolyte illustrated in Table 1, in the case that an electrical conductivity of wastewater is low.
  • chloride ions CF are needed to induce such an indirect oxidation method. If the chloride ions exist in wastewater, they are converted into a chlorine gas CI 2 in the anode plate of the electrolyzer. The converted chlorine gas melts in water justly because solubility for water is very big, to thus form free chlorine. In addition, the converted chlorine gas exists as hypochlorouse acid HOCl or hypochlorouse acid ion OCF according to pH and reacts with underwater ammonia nitrogen to change ammonia by gaseous nitrogen.
  • NaCl is good as a support electrolyte that can supply chloride ions that heighten an electrical conductivity.
  • chemicals such as NaOCl and Ca(ClO)2 are used as the support electrolyte, an electrical conductivity cannot be only increased but also a certain amount of TN ingredients or COD ingredients which flow in other than a supply of chloride ions are removed, or a non-degradable substance is converted into a biodegradable substance, to thereby resultantly reduce a load of electrolysis.
  • thermodetection sensor 47 is installed in the electrolyzer 30.
  • the thermodetection sensor 47 is inserted into a portion where wastewater is contained in the electrolyzer 30, and measures temperature of the inside of the wastewater in order to grasp a state of the wastewater. If the measured temperature is not less than a certain temperature, the thermodetection sensor 47 sends a signal to the controller 70 to intercept the electro-chemical water treatment apparatus.
  • the thermodetection sensor 47 turns off the whole system including the electro-chemical water treatment apparatus according to the temperature of wastewater.
  • the whole system including the electro-chemical water treatment apparatus is reactivatated after having found out and removed causes of a relevant temperature rise.
  • a cover opening and closing detection sensor 48 employing a magnetic sensor is installed in the cover of the electrolyzer 30.
  • the reason of installing the cover opening and closing detection sensor 48 is to prevent a system overheat phenomenon which may occur due to a shortage of original water supply at the time of installing electrodes, maintenance of a reactor, and running of the reactor, or a carelessness of an operator such as an inferiority of tightening of electrodes and an electric power source 80, and danger circumstances such as calorification and explosion by creation of sludge that can occur due to components and states of wastewater at the time of activating of the electrolyzer 30.
  • the principle is as follows.
  • the cover opening and closing detection sensor 48 is installed in the cover of the electrolyzer 30. Accordingly, in the case that the cover of the electrolyzer 30 is opened or closed, is damaged, and is not closed properly, that is, in the case that the cover of the electrolyzer 30 is separated from the main body of the electrolyzer 30 or is thermally deformed, and thus the main body of the electrolyzer 30 is separated from the cover of the electrolyzer 30, a short-circuit is induced and electric power is not applied to the system itself, to thereby intercept an unnecessary harmful circumstance from occurring.
  • the cover opening and closing detection sensor 48 detects a short-circuit of a contact point due to the fact that the cover of the electrolyzer 30 is opened or closed, is damaged, and is not closed properly.
  • the cover opening and closing detection sensor 48 detects a short-circuit of a contact point beforehand, and makes the controller 70 intercept all electric power for the system and the system stop operation thereof, so that the electric power is not supplied for the system to avoid addition safety problems, and to thereby intercept an unnecessary harmful circumstance from occurring.
  • a rectifier 86 plays a role of applying necessary energy at electrolysis to wastewater through electrodes.
  • the rectifier 86 is established to have a low/high value for voltage and current of the rectifier 86. Accordingly, the rectifier 86 plays a role of functioning as a safety device which safely maintains and uses the electrodes and rectifier of the system.
  • the role of the rectifier 86 is as follows.
  • the rectifier operates as one selected from a constant voltage mode at which the rectifier runs according to a fixed voltage value and a constant current mode at which the rectifier runs according to a fixed current value, depending upon a cite condition and a decomposition feature of a substance to be decomposed in wastewater. Since the current value is fixed under the constant current mode, change of the voltage value is accompanied according to changes of flux of wastewater, electrical conductivity, water temperature in the reactor, superannuation of electrodes, etc. Change of the current value occurs with respect to changes of the same factors as those of the constant current mode under the constant voltage mode.
  • the rectifier 86 is established to have a low/high value for the voltage value at the constant current mode, and is established to have a low/high value for the current value at the constant voltage mode.
  • a low/high value for the current value is established in the rectifier 86, and in order to additionally limit a voltage operation range of a user at the constant voltage mode, a low/high value for the voltage value is established in the rectifier 86 in parallel.
  • a low/high value for the operation voltage value and the operation current value of the rectifier which is accomplished considering an operation mode is established so that an excessive electric current or voltage is not applied to the system due to change of an unintended factor of the operator.
  • the upper limit and low limit of the low/high value are specified so that the rectifier can be prevented from overheating in relation with the intensity of the current even at operation of the rectifier under a very low voltage. Accordingly, a peak value of power consumption on site is estimated, a stability of the rectifier is assumed, and an overheat prevention is induced in the reactor. Existence and nonexistence of the system may be controlled on the basis of the established low/high value of the rectifier as necessary.
  • an electrical conductivity generally means a degree that electricity can pass through wastewater as a medium at electrolysis.
  • the electrical conductivity can be described from the viewpoints of safety and system efficiency. From the viewpoint of the safety of the electrical conductivity, the electrical conductivity functions as a factor which decides an operation circumstance of the rectifier and service conditions of the electrolysis system, together with the establishment of the voltage, current and low/high value of the rectifier. That is, the electrical conductivity should be controlled from the viewpoints of safety and cost in terms of features of the electrolysis system as well as the system efficiency.
  • the upper limit and low limit value of the low/high value of the rectifier should be established at the step of judging existence and nonexistence of appropriateness of the system re-activation and operation, in order to maintain smooth operation circumstances.
  • the electrical conductivity of wastewater which flows in the reactor is measured by an electrical conductivity measuring instrument 28, in this invention. It is judged whether or not the system is activated on the basis of the value obtained through the electrical conductivity measuring instrument 28.
  • An abnormality of the electrical conductivity value obtained through the electrical conductivity measuring instrument 28 can be described in connection with a running mode of the rectifier.
  • the electric current value is decreased when the conductivity value is lower than the set point at the constant voltage mode, and the electric current value is increased when the former is higher than latter.
  • the electric voltage is increased when the conductivity value is lower than the set point at the constant current mode, and the electric voltage value is decreased when the former is higher than latter.
  • uprising of a sudden voltage value due to shortage of the electrical conductivity and fall of a sudden voltage value less than about 60% of a use voltage applied to a general rectifier, at the constant current mode may cause an abnormal operation of the whole system and overheating of the rectifier, and accompanies a side effect of increasing an electric power consumption.
  • the electrolytic device 50 includes a number of electrode plates.
  • Each electrode plate includes an anode plate 51 which is placed at one side of the electrode plate and to which a direct current (DC) is applied, a cathode plate 53 which is placed at the other side of the electrode plate and to which a direct current (DC) is applied, and a number of electrodes which are disposed between the anode plate 51 and the cathode plate 53.
  • the number of electrodes is formed of a plate shape and may be made of a titanium electrode or a ceramic electrode.
  • the electrode plate which includes a first ceramic electrode 52a, a second ceramics electrode 52b, an anode pole 55 which applies a DC positive potential is applied to the anode plate 51, and a cathode pole 56 which applies a DC negative potential is applied to the cathode plate 53.
  • the anode plate 51, the cathode plate 53, and one end of the electrification plate are illustrated, which includes a first ceramic electrode 52a, a second ceramics electrode 52b, an anode pole 55 which applies a DC positive potential is applied to the anode plate 51, and a cathode pole 56 which applies a DC negative potential is applied to the cathode plate 53.
  • the wastewater that flows in through the inlet 26a flows in between the anode plate 51 and the first electrode of the second ceramic electrode 52b and sequentially moves along the water path formed in a zigzag form by the first ceramic electrode 52a and the second ceramic electrode 52b to then be output in the direction of the outlet 27a.
  • the first and second ceramic electrodes 52a and 52b are formed of ceramics as a base material.
  • An insoluble oxide catalyst coating layer is formed on the surface of the ceramic base material.
  • the insoluble oxide catalyst coating layer has an excellent electrical conductivity, and prevents electric current from flowing in the ceramic base material which is a non-conductor, to thus minimize loss of the electric current, and simultaneously induces the electric current only on the surface where an electro-chemical reaction occurs, to thus minimize electric power consumption expenses and to thereby prevent a temperature rise by calorification of electrodes.
  • the coating layers of the first and second ceramic electrodes 52a and 52b are formed of an Ir compound, a Ru compound, and a Sn compound as main ingredients, respectively, and are formed of a compound including at least one selected among a Ti compound, a Mo compound, a Ta compound, and a Zr compound, in addition to the main ingredients.
  • each element of the first and second ceramic electrodes 52a and 52b according to the present invention can use various compounds, that is, nitride, sulfide, hydride, chloride, etc., that can supply precious metallic ions or metallic ions.
  • chloride is used as each element of the first and second ceramic electrodes 52a and 52b.
  • thickness of the coating layer is approximately 3-lOjum. However, in the case that thickness of the coating layer is less than 3jum, the coating layer may be damaged by friction or hydrogen air drops. In the case that thickness of the coating layer is more than lO ⁇ m, coarse crystal grains or educa crystal grains are formed due to hardening during the thermal decomposition process of the compound, and thus the coating layer may be exfoliated.
  • the coating layers are formed on surface of the ceramic material of the first and second ceramic electrodes 52a and 52b, to thus provide excellent corrosion resistance, durability of abrasion, chemical resistance etc.
  • the first and second ceramic electrodes 52a and 52b can be used as particle filling electrodes for electrolysis. Electrons and charges on the surface of the ceramic material can be controlled by a method of electrifying electricity in a solution or a conductive medium instead of a direct application of electricity. Further, a compound having a variety of compositions is coated on the surface of the ceramic material, to thereby improve an electrolysis efficiency.
  • alumina beads, zirconia beads, other ceramic or zeolite beads, or a variety of shapes of ceramic supports of cylindrical, oval, tetrapod, hexahedron shapes, etc. can be used as the first and second ceramic electrodes 52a and 52b, including a plate type shown in FIG. 2.
  • the ceramic base material is formed by compressing and molding powder of a single or composite ingredient selected among alumina, taitania, zirconia, zeolite, mullite, ferrite, and silica.
  • the electrode is made of a ceramic electrode, and the shape of the electrode is formed of any one that is selected among a bead shape, a cylindrical shape, an oval shape, a tetrapod shape, and a hexahedron shape.
  • the wastewater passes through the gaps that are formed between numbers of the ceramic electrodes, to thereby be electrolyzed.
  • An Ir compound, a Ru compound, and a Sn compound is made of a main ingredient for a ceramic base material that becomes a base, and a coating liquid which is obtained by mixing at least one selected among a Ti compound, a Mo compound, a Ta compound and a Zr compound with an organic solvent, is coated on the surface of the ceramic base material and then dried.
  • the coating liquid coated ceramic base material is processed according to a primary thermal treatment step of giving a coherence between the coating liquid which has been dried at low temperature and the ceramic base material, a repeating step of repeating the primary thermal treatment step by 4-15 times, and then a final thermal treatment step of sufficiently growing the coated oxide particles and thus giving an excellent coherence and surface intensity.
  • the primary thermal treatment is performed after having coated and dried the coating liquid coated on the ceramic base material.
  • a coating layer of a predetermined thickness is formed for 10-30 minutes at temperature of 400-700 0 C under the oxidizing atmosphere.
  • Such a coat-dry-thermal treatment process is repeated by 4-15 times.
  • the final thermal treatment is performed for 3-10 hours at temperature 400-700 °C under the oxidizing atmosphere.
  • the ceramic electrode 50 is formed of a plate shape as an example, but the ceramic electrode 50 of a bead shape can be installed in the electrolyzer 30. In such an occasion, gaps "A" (see
  • FIG. 7 are formed between the ceramic electrodes 50. Accordingly, the ceramic electrodes need not be disposed in a zigzag form but a desired number of the ceramic electrodes a bead shape can be projected into the electrolyzer 30, to thereby improve a workability of an assembly.
  • FIG. 6 is a plan view for explaining a structure of an electrolytic device and a stream of wastewater in the electrolytic device according to another example of the electrolyzer illustrated in FIG. 1.
  • suspended solid (SS) matters rise up by an electric flocculation effect at the time of performing an electrolysis in the electrolyzer 30, to thus form scum.
  • the anode plate 51a, the cathode plate 53a and the electrode 54 of the ceramic electrode 50 are arranged in the direction of the flow (FW2O of the wastewater which flows in the electrolyzer 30, to thus make it easy to discharge the scum or sludge.
  • a scum removal apparatus (not shown) can be further installed in order to efficiently remove scum or the kind which is floated and flocculated in the inside of the reactor of the electrolyzer 30.
  • the scum removal apparatus reciprocates to the left and right or at a parallel state in the inside of the electrolyzer 30 where scum is expected to occur. Accordingly, scum is pushed out in the side surface of the electrolyzer 30 and then removed. According to the quality of the material of the scum removal apparatus, rubber is attached to a synthetic resin frame having no corrosion.
  • the scum removal apparatus is designed to be driven by a motor or manually. Additionally, a cleaning water supply apparatus is separately attached in order to perform a smooth discharge of scum and a cleaning of the scum removal apparatus.
  • FIG. 7 is a perspective view illustrating an electrode array 90 which is another example of the first and second ceramic electrodes 52a and 52b.
  • the electrode array 90 is made by filling a number of ceramic electrodes 91 of bead shapes on the surface of which the chloride coating layer is formed in order to have an excellent electrical conductivity in a frame 93 in a mono layer form, and fixing the number of ceramic electrodes 91 using a fixing mesh 92.
  • the electrode array 90 is formed so that wastewater may pass through gaps "A" formed between the ceramic electrodes 91. Even if a number of the electrode arrays 90 are combined in parallel with one another, flow of wastewater is not so difficult. Even if the number of the electrode arrays 90 is not disposed between the anode plate and the cathode plate in the electrolyzer 30 in a zigzag form, wastewater can be passed through the gaps "A.”
  • the quality of the material of the frame 93 and the fixing mesh 92 is polycarbonate, polyethylene, polypropylene, ABS (Acrylonitrile Butadiene Styrene) copolymer etc. This is because the polycarbonate, polyethylene, etc., has chemical resistance and insulation as a polymeric material.
  • FIG. 8 is a perspective view illustrating another example of an electrode array 90.
  • An electrification plate 100 in the electrode array 90 can contain ceramic electrodes of a bead shape therein.
  • the electrification plate 100 includes a frame 110 having fitting protrusions 110 formed on the outer side thereof, and fitting grooves 110b which can be coupled with the fitting protrusions 110a on an electrification plate of another neighboring electrode array in correspondence to the fitting protrusions 110a, and a fixing mesh 120 of a grid pattern which is coupled with the front and rear surfaces of the frame 110, respectively and fixes the ceramic electrodes 91 (see FIG. 7).
  • FIG. 9 is a perspective view illustrating an electrode array assembly plate
  • the electrode array assembly plate 200 that is manufactured by combining a number of the electrode array electrification plates 100 and is used as a large area.
  • the electrode array assembly plate 200 is formed by combining the fitting protrusions 110a of another neighboring electrode array electrification plate 100 into the fitting grooves 110b of the electrode array electrification plate 100, thereby conveniently assembling the electrode array electrification plate 100 with another neighboring electrode array electrification plate 100, according to an area and a capacity of the electrode array.
  • the ceramic electrodes 91 are electrically conducted by an electrification effect in an aqueous solution to which electricity is applied. Accordingly, it is difficult to directly apply electricity to the ceramic electrodes 91 of a bead shape which are a non-conductor, respectively. Therefore, the ceramic electrodes 91 should be able to be fixed for practical use of the ceramic electrodes 91 by a bipolar type.
  • the electrode array electrification plate 100 maintains a shape of the ceramic electrodes 91 using the frame 93 or 110 and the ceramic electrodes 91 of a bead shape considering that the ceramic electrodes 91 should be able to be fixed, and can maximize flow of electric current without influencing upon formation of the water path.
  • the respective frames 93 and 110 of the electrode array 90 and the electrode array electrification plate 100 should have hardness against weight of the ceramic electrodes 91 at the time of filling the ceramic electrodes 91 into the frames 93 and 100, and should be able to maximize flow of wastewater in the water path.
  • the respective frames 93 and 110 should be an electrical insulator.
  • the respective frames 93 and 110 are preferably formed by use of polycarbonate of high-strength, heat-resistant ABS resin, polypropylene, polyethylene, etc.
  • the respective frames 93 and 110 may be selectively applied according to a service temperature condition, size and weight of the ceramic electrodes 91 of a bead shape, etc.
  • the electrode array assembly plate 200 can be fabricated by assembling and connecting a number of the electrode array electrification plates
  • a support (not shown) may be installed to keep an interval among the electrode array 90, the electrode array electrification plate 100 and the electrode array assembly plate 200.
  • an electric power for electrolysis by the electrolytic device is supplied from an electric power source 80.
  • the electric power source 80 may be designed to supply an alternating current (AC) single-phase 220V, an AC three phase 380V, and an AC three phase 440V.
  • AC alternating current
  • the rectifier 86 that has received electricity from the in the electric power source 80 supplies a direct current (DC) voltage at the constant voltage mode.
  • the reason of supplying the DC voltage is to keep a decomposition rate of wastewater constant, in which case electric current is applied according to a quantity of wastewater existing in the electrolyzer 30 both in the case that the water level rises up to a normal water level because wastewater flows in the electrolyzer 30 according to a start of a run and in the case that the water level becomes low according to an end of the run.
  • an electric current direction changer 87 which changes direction of electric current periodically to thereby detach foreign matters that are deposited on the polar plate of the electrode is further installed in the rectifier 86.
  • the anode plate 51 and the cathode plate 53 are arranged in both ends of the electrolytic device 50, and the first electrification plate 52 and the second electrification plate 54 are arranged in the middle of the electrolytic device 50. Then, if a DC current is applied only to the anode plate 51 and cathode plate 53, negative charges are electrified on a surface corresponding to the second electrification plate 52b firstly adjoining to the anode plate 51 and positive charges are electrified on the other surface thereof.
  • An electric current sensor 82 and a voltage sensor 83 are attached on the rectifier 86, in order to measure an output current and an output voltage, respectively.
  • the measured output current and voltage are input to the controller 70, and displayed on an electric current display 84a and a voltage display 84b.
  • the electric current display 84a and the voltage display 84b can be directly connected to the electric power source 80 through a general electric current meter and a general voltage meter, to thus display an output current and an output voltage.
  • the washer 36 is installed on top of the electrolytic device in the electrolyzer 30, and is used to wash an anode plate 51, a cathode plate 53, and a number of electrodes 52a and 52b that constitute the electrolytic device 50.
  • the washer 36 is used to project a bubble removal agent in the case that an excessive number of bubbles occur during electrolysis.
  • the washer 36 includes a number of nozzles 36b whose spray directions are set toward the electrolytic device 50, a distribution pipe 36a that supplies the number of nozzles 36b with cleaning water, and a second solenoid valve 68 which controls a cleaning water supply with respect to the distribution pipe 36a.
  • the washer 36 is additionally connected with a third pump 63 which supplies high pressure water to the second solenoid valve 68 in the case that cleaning water is not high pressure water but is not an unnecessary component in the case that the cleaning water is high pressure water.
  • the controller 70 is connected with the first to fifth water level sensors 41 to 45, the pH sensor 46, the first to third pumps 61 to 63, the electrical conductivity meter 65, the second solenoid controlled valve 68, the electric power source 80, the electric current sensor 82, the voltage sensor 83, the display 84, the driving map display 85, the buzzer 88, etc.
  • the controller 70 transfers wastewater from the wastewater collection reservoir 10 to the wastewater storage retention reservoir 20 through input/output of respective signals supplied from the above-described components connected thereto, and controls an electrical conductivity and pH of wastewater in the wastewater storage retention reservoir 20 to then be transferred to the electrolyzer 30 and electrolyzed through the electrolytic device. Then, the wastewater is discharged after being electrolyzed.
  • the controller 70 further includes a manipulator 75 having an on/off switch which establishes whether to operate the system, an operation mode selective switch which makes the system operate automatically or manually, and an action switch which makes the system take a certain action.
  • a manipulator 75 having an on/off switch which establishes whether to operate the system, an operation mode selective switch which makes the system operate automatically or manually, and an action switch which makes the system take a certain action.
  • the operation mode selective switch that chooses the automatic or manual operation, the system generally runs at an automatic mode but runs at a manual mode only when the system is at breakdown or during repair.
  • the display 84 is connected to the controller 70, which includes: the electric current display 84a and the voltage display 84b on which the electric current and voltage that are supplied from the electric power source to the electrolytic device and that are measured by the electric current sensor 82 and the voltage sensor 83 are displayed, respectively; the pH display 84c on which the pH that is measured by the pH sensor 46 is displayed; and a flow display 84d on which the flow state of wastewater that is sensed by the flow meter 24 is displayed.
  • the driving map display 85 informs an operator of an action of each component which essentially operates for treatment of wastewater in operation of the electro-chemical water treatment apparatus according to the present invention. An operator can confirm whether or not the system runs under the normal condition through the driving map display 85.
  • the operational states of the respective components are displayed at appropriate positions around the wastewater storage retention reservoir 20 and the electrolyzer 30, and the operational states of the respective components are displayed using first to fifteenth lamps that function as follows.
  • the first to fifteenth lamps are turned on and off by the controller 70.
  • the driving map display 85 includes: a first lamp which indicates an operational condition of the first pump 61; second and third lamps which indicate the upper limit value and the lower limit value of the second water level sensor 42, respectively; fourth and fifth lamps which indicate the upper limit value and the lower limit value of the third water level sensor 43, respectively; sixth and eighth lamps which indicate residual quantity of the electrolyte and the pH conditioner by the first level sensor 22a and the second level sensor 23a of the electrolyte tank 22 and the pH conditioner tank 23, respectively; seventh and ninth lamps which indicate the opening and closing states of the electrical conductivity meter 65 and the pH meter 66, respectively; a tenth lamp which indicates an operational condition of the second pump 62; an eleventh lamp which indicates an overflow state of the electrolyzer 30 which is sensed by the fifth water level sensor 45; twelfth and thirteenth lamps which indicate the upper limit value and the lower limit value of the fourth water level sensor 44, respectively; and fourteenth and fifteenth lamps which indicate the opening and closing states of the first and second solenoid controlled valve 67 and
  • the driving map display 85 and the controller 70 can be implemented as a MMI (Man-Machine Interface) type. Accordingly, all functions of the driving map display 85 and the controller 70 of the MMI type can be replaced by a personal computer (PC).
  • the electro-chemical water treatment apparatus as constructed above according to the present invention operates as follows to remove total nitrogen (TN) and COD induction matters from wastewater.
  • an electrolyte and a pH conditioner are filled in the electrolyte tank 22 and the pH conditioner tank 23, respectively before activating the electro-chemical water treatment apparatus.
  • residual quantity of the electrolyte and the pH conditioner are identified by the first level sensor 22a and the second level sensor 23a which are installed in the electrolyte tank 22 and the pH conditioner tank 23, respectively.
  • the controller 70 recognizes the shortage of the residual quantity of the electrolyte and the pH conditioner, to thereby make the buzzer 88 make an alarm and request for the operator to fill the electrolyte and the pH conditioner in the electrolyte tank 22 and the pH conditioner tank 23.
  • the electro-chemical water treatment apparatus is turned on by the on/off switch in the manipulator, at the state where the electrolyte tank 22 and the pH conditioner tank 23 have been prepared as mentioned above, the electric power is applied to the electro-chemical water treatment apparatus, so that respective data is displayed on the electric current display 84a, the voltage display 84b, the pH display 84c, and the flow display 84d in the display 84.
  • the driving map display 85 indicates operation of the respective components.
  • the first pump 61 operates so that wastewater in the water collection reservoir 10 is supplied to the wastewater storage retention reservoir 20, and simultaneously the wastewater in the wastewater storage retention reservoir 20 is supplied to the electrolyzer 30 at a certain flux by the second pump 62. Accordingly, the wastewater starts to be electrolyzed by the electrolytic device 50 which has received the DC current from the rectifier 86.
  • a quantity of the wastewater that is supplied from the wastewater storage retention reservoir 20 to the electrolyzer 30 is measured by the flow meter, and the measured flow is displayed on the flow display 84d.
  • the flow control valve 25 is controlled to control flux if an overflow is sensed by the fifth water level sensor 45.
  • the controller 70 controls each component, and makes the operational conditions to be indicated through the driving map display 85.
  • the controller 70 measures the water level in the wastewater storage retention reservoir 20 through the third water level sensor 43, and controls the first pump 61 to run and control the water level of the wastewater storage retention reservoir 20 at a certain level.
  • the second water level sensor 42 makes the controller 70 control the buzzer 88 to make an alarm, in the case that the wastewater in the water collection reservoir 10 runs dry, and the wastewater inflow is interrupted by the wastewater storage retention reservoir 20, to thus make the water level lower than the lower limit value or in the case that the wastewater does not move to the electrolyzer 30 due the foreign matters, to thus make the water level rise up and higher than the upper limit value.
  • the controller 70 is changed to a stop mode and discontinues running of the electro-chemical water treatment apparatus.
  • Wastewater is supplied to the electrolyzer 30, at a fixed flux by the second pump 62. If wastewater inflow starts by the second pump 62 and thus the water level rises up to a certain level or higher, the fourth water level sensor 44 detects the water level which has risen up to a certain level or higher, and controls the rectifier 86 to thus supply electric power to the electrolytic device 50.
  • the fifth water level sensor 45 senses an overflow phenomenon that happens in the case that the outlet 27a etc., is blocked so that the wastewater is not drained, or in the case that the water level in electrolyzer 30 rises up due to an increase of an inflow of the wastewater from the wastewater storage retention reservoir 20. If an overflow is detected by the fifth water level sensor 45, the controller 70 controls the buzzer 88 to make an alarm.
  • a termination of the wastewater treatment under the normal condition is judged from a point in time that an inflow of wastewater to for the wastewater storage retention reservoir 20 is stopped, to then make the first pump 61, the electrical conductivity meter 65, the pH meter 66, etc., turned off.
  • the second pump 62 is made to stop, and the first solenoid controlled valve 67 is made to be opened, so that remaining wastewater in the electrolyzer 30 starts to be discharged through the drain pipe 38.
  • the electric power supply is interrupted for the electrolytic device 50, and simultaneously the second solenoid controlled valve 68 is made to be opened. Accordingly, cleaning water is sprayed for the electrolytic device 50, through the nozzle 36b of the washer 36, to then clean the electrolytic device 50 for a given time.
  • the first solenoid controlled valve 67 is opened continuously. If a predetermined set time (which is a time set considering a cleaning time and a cleaning water discharge time) has passed, the first solenoid controlled valve 67 is made to be closed to then completely stop the running of the electro-chemical water treatment apparatus.
  • the electro-chemical water treatment apparatus makes an alarm through the buzzer 88 or controls the entire system to stop under the following circumstances.
  • the electro-chemical water treatment apparatus is automatically stopped by the controller 70.
  • the water level is sensed by the first water level sensor 41, and thus the electro-chemical water treatment apparatus is automatically reactivated.
  • FIG. 11 is a flowchart view illustrating an electro-chemical water treatment method according to the present invention.
  • a pre-treatment process is executed to perform a physical treatment or chemical treatment of original wastewater contained or stored in the water collection reservoir in order to secure an efficient electrolysis process before performing an electrolysis.
  • the pre-treatment process includes the step of removing suspended solid (SS) and dissolved solid (DS) included in the original wastewater (SIl).
  • the physical treatment process is a process of entirely removing floating matters including SS (suspended solid), and is executed by a screening process, a filtering process that is a sand percolation process, and a gravitational precipitation process.
  • the SS should be removed to perform a smooth electrolysis.
  • the SS can be removed through the physical or chemical treatment process for this purpose.
  • the chemical treatment process includes a process (S 12) of removing particulate matters which cannot be removed by the physical treatment process and fluorine which is an electrolysis inhibitor, a process (S 13) of controlling an electrical conductivity for electrolysis, and a pH control process (S14) such as an acid treatment process of projecting a pH conditioner to mitigate a molecular coupling force of non-degradable organic matters, in which a pH control, a dissolution of floating matters, and a molecular coupling force of non-degradable organic matters and composite structural matters can be mitigated using hydrochloric acid, sulfuric acid, etc.
  • the chemical treatment process includes an alkali treatment step of removing heavy metals which may bring about an electrification at the time of a pH control, coherence and electrolysis, using caustic soda, a chemical sedimentation step of precipitating heavy metals or other hardness
  • alkalinity inducers using alum, iron salt etc., an electric flocculation and membrane filtration step of selectively removing minute colloidal particles, and a chemical processing step using NaCl, NaOCl, Ca(ClO)2, Ca(0H)2 etc.
  • pH and electrical conductivity are controlled, an inhibition material such as fluorine F ⁇ or other anions are precipitated, and a decomposition rate of decomposing organic matters is increased.
  • a chemical of NaOCl may be used.
  • a chemical of Ca(C10)2 may be used, to thereby supplement performance of the entire electro-chemical water treatment apparatus.
  • An enrichment facility, a sludge storage retention facility and a dehydrator are accompanied incidentally at the step of controlling pH (SH).
  • Ca(ClO) 2 may bring effect that can treat fluorine, and in the case that nitrogen is contained in wastewater unlike existent slaked lime or calcium oxide, a sludge floating effect can be suppressed, to thereby provide a remarkable effect of reducing a scale of a sediment facility and making an electrolytic device compact.
  • NaOCl and Ca(C10)2 supply Cf or OCl " ions and thus play a role of an oxidizing agent and control a hydrogen ion concentration (pH) as well as improve an electrical conductivity.
  • an electric power load can be reduced at electrolysis.
  • organic materials such as fluorine and phosphorus can be decomposed.
  • phosphorus (P) can be removed by using iron salt (first iron salt and second iron salt), alum, etc.
  • an eruption electrode such as an iron electrode and an aluminum series electrode
  • a facility for filtering and precipitating wastewater should be considered before the wastewater flows in the electrolyzer.
  • an agitator, an aeration device, etc. can be accompanied separately for smooth agitation at the time of projecting a chemical.
  • an incidental effect such as improvement of an efficiency can be brought in association with the oxidizing agent.
  • a stepwise air quantity adjuster is attached to the electro-chemical water treatment apparatus, to thereby suppress an unnecessary side-reaction.
  • the pre-treatment process may further include a process of projecting a bubble removal agent in the wastewater.
  • the wastewater that has passed through the pre-treatment process undergoes an equality of the wastewater quality and quantity and a control of flux of the wastewater which flows in the electrolytic device through an equality water tank which is called a wastewater storage retention reservoir (S15).
  • the wastewater that has passed through the above-described processes is electrolyzed by an electrolytic device which includes an anode plate and a cathode plate through which an anode direct current and a cathode direct current flow, respectively, when an electricity is applied to the anode plate and the cathode plate, and a number of electrodes which are arranged as an electrification body between the anode plate and the cathode plate, respectively (S20).
  • the electrolytic device employs an electrolytic device that is illustrated to FIGS. 2 to 9. The detailed description thereof will be omitted.
  • a post-treatment process of wastewater for controlling by-products and components and states of the wastewater that are inevitably produced at the electrolysis reaction process is undergone.
  • the post-treatment process includes a filtration process S31 to remove sludge, a process S32 that controls pH, an aeration process S33 of supplying air, and a process S34 of removing additional remaining smell or chlorine.
  • the filtration process is a process of removing sludge.
  • the filtration process is executed in the case that dissolved solid substances that are not removed in the pre-treatment process are exhausted together with discharged wastewater via an incidental electric flocculation process.
  • a gravitational precipitation process may be executed in view of the quantity and components and states of sludge, a precipitation chamber is provided to remove sludge.
  • a filter of a kind of activated carbon such as zeolite, functional charcoal, and sand.
  • a pH behavior may occur over time considering components and states of the wastewater and a dissolution reaction time.
  • a special aeration device and a special storage retention and control space for pH control and recovery are needed. Additionally, a small quantity of a pH conditioner is projected into the wastewater.
  • wastewater of high concentration requires a reaction time of long hours, in view of the features of the high concentration wastewater.
  • a temperature rise of wastewater to be treated an excessive pH change and OCf ions may occur inevitably.
  • a certain amount of original wastewater is mixed with the wastewater to be treated within an allowable range of the wastewater to be discharged. Accordingly, the above-described side effects may be solved, and several effects such as OCf concentration reduction, temperature drop, and pH control can be obtained.
  • a running water reservoir and a flux control reservoir are provided to keep concentration, pH and temperature of treated wastewater and concentration of other ingredients equally.
  • captured vapors and gases can be processed through a wet or dry scrubber, or can be re-captured in wastewater and recycled as incidental ingredients.
  • Each electro-chemical water treatment method processes wastewater according to components and states of the wastewater which is produced in a semiconductor manufacturing process, a chemicals manufacturing process and an atomic power generation process.
  • NaOCl may be used to thereby expect an equal effect.
  • the case of using NaOCl requires more maintenance cost than the case of using Ca(C10)2.
  • NaCl can be used in parallel with Ca(C10)2.
  • the pre-treatment is introduced as described above, an equal decomposition rate can be obtained even if the electro-chemical water treatment apparatus is run at a current density less than an existing value in comparison with the case that the pre-treatment is not introduced.
  • the electro-chemical water treatment method of wastewater includes the steps of storing and retaining the wastewater in a wastewater collection reservoir and a wastewater storage and retention reservoir, respectively, and then performing a chemical pre-treatment process.
  • Ca(OCl)2 in which case a fluorine concentration decreases to 15 ppm or below from 100 ppm, after having projected Ca(OCl)2- Further, by projecting Ca(OCl)2, pH is incidentally increased, an electrical conductivity is secured, and an effect of additionally oxidizing organic matters and removing ammonia can be obtained.
  • Ca(OCl)2 (12%, W/W) of 20-40 mL is projected into wastewater on the basis of an ammonia concentration of 500 ppm, and then a pH rise (optimum pH: 10-11) and an electrical conductivity (15-20 mS/cm) are checked. According to the result of checking the pH rise and the electrical conductivity, an appropriate amount of
  • Ca(OCl)2 is projected into the wastewater, and then the wastewater which is located at the upper portion of the wastewater is discharged into the wastewater storage retention reservoir which plays a role of controlling a flux of wastewater, after having undergone a precipitation of about 1-3 hours.
  • NaCl is used in parallel with Ca(OCl)2 to thus correct the electrical conductivity.
  • polymer negative ion series or weak negative ion series may be used for improvement of the quality of water.
  • a polymer solution of 0.1% (W/W) is made and the polymer solution is projected into the wastewater at a ratio of 1-2 ml/L as a projection quantity of the polymer solution.
  • the polymer solution which is excessively projected into the wastewater has an adverse influence upon an electrolysis efficiency.
  • polymer ingredient cohesion of moires etc. may be formed on the electrode surface.
  • the wastewater having passed through the above-described processes undergoes an electrolysis process.
  • the electro-chemical water treatment apparatus can be run at the low-current in comparison with 70 mA/c ⁇ f of the case of having not passed through the pre-treatment process, considering an incidental oxidation effect.
  • remaining ammonia nitrogen can be removed at a current density of about 35-50 mA/ ⁇ if from the wastewater which has been discharged after having performed the chemical pre-treatment process.
  • pH is maintained at about pH 9 or higher at the electrolysis process.
  • pH is controlled to be a little high.
  • Table 4 illustrates general components and states of wastewater containing non-degradable materials.
  • the non-degradable materials are combined in a benzene ring compound form.
  • the non-degradable materials are strongly toxic. Accordingly, the non-degradable materials can be hardly processed by a biological treatment process.
  • the non-degradable materials have a strong coherence. Accordingly, it is difficult to decompose the non-degradable materials.
  • non-degradable substances included in the wastewater may be converted to biodegradabe substances using NaOCl.
  • Ca(C10)2 can be used.
  • Ca 2+ ingredients are representative materials that can reduce lifetime of an electrode in the case that they are deposited in the electrode, a special facility and a treatment process are necessary to prevent this. That is, the pre-treatment process for wastewater which has been exhausted through the above-described chemical compound manufacturing process, should secure a removal of dissolved materials through precipitation and a removal of chromaticity depending upon sludge produced by projection of HCl, and a pH control and an electrical conductivity for enhancing an electrolysis efficiency.
  • an electrical conductivity and a chromaticity of the wastewater are checked.
  • an appropriate amount of HCl is projected into the wastewater, and then the wastewater which is located at the upper portion of the wastewater is discharged into the wastewater storage retention reservoir which plays a role of controlling a flux of wastewater, after having undergone a precipitation of about 3 -5 hours.
  • the wastewater whose flux is adjusted through the wastewater storage retention reservoir passes through an electrolysis process. Before passing through the electrolysis process, floating matters such as suspended solids which are not precipitated but floated in the wastewater are removed by a filter through which the wastewater passes. In addition, in the case of the poor electrical conductivity, NaCl is projected in the wastewater to thus correct the electrical conductivity.
  • the wastewater supplied through the wastewater storage retention reservoir passes through the electrolysis process.
  • HCl is used to incidentally accompany an oxidation effect and an effect of precipitating dissolved floating matters.
  • HOCl whose oxidizing power is stronger than OCF that is produced at the electrolysis reaction is produced under the low pH, to thereby bring an increase in an oxidizing power.
  • non-degradable matters are removed from the wastewater after the chemical pre-treatment process at a current density of about 40-80 mA/ ⁇ if.
  • the post-treatment process includes a process that controls pH, an aeration process of supplying air, and a process of removing additional remaining smell or chlorine, due to a contact media processing using sand, activated carbon, functional charcoal, and zeolite, in which case temperature of the discharged wastewater is controlled at 40 "C .
  • support electrolyte is first projected before having performed an electrolysis in view of features of the wastewater to thereby undergo a process of controlling an electrical conductivity and to then projecting a pH conditioner to control pH.
  • the flux of the wastewater having passed through the above-described processes is controlled in the wastewater storage retention reservoir and then electrolyzed, and the wastewater having passed through the electrolysis process passes through a filtration process for removing sludge, an aeration process, and a post-treatment process for filtering remaining smell and chlorine, and then discharged.
  • the present invention is applied to an electro-chemical water treatment apparatus using a titanium electrode, a ceramic electrode or an electrode array in order to remove total nitrogen (TN) ingredients of ammonia nitrogen, nitrous acid nitrogen, nitrate nitrogen etc., organic matters of BOD (Biological Oxygen Demand) and COD (Chemical Oxygen Demand) induction ingredients, and cyanogen included in wastewater and dirty water.
  • TN total nitrogen
  • BOD Bio Oxygen Demand
  • COD Chemical Oxygen Demand

Landscapes

  • 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)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • General Chemical & Material Sciences (AREA)
  • Water Treatment By Electricity Or Magnetism (AREA)
PCT/KR2007/005735 2006-05-30 2007-11-15 Electro-chemical water processing apparatus and method thereof WO2008062970A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
US12/515,670 US8323474B2 (en) 2006-05-30 2007-11-15 Electro-chemical water processing apparatus and method thereof
CN200780049004.7A CN101573299B (zh) 2006-11-20 2007-11-15 电化学水加工设备及其方法

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR1020060114701A KR100841664B1 (ko) 2006-05-30 2006-11-20 전기화학적 수처리장치 및 수처리방법
KR10-2006-0114701 2006-11-20

Publications (1)

Publication Number Publication Date
WO2008062970A1 true WO2008062970A1 (en) 2008-05-29

Family

ID=39429876

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/KR2007/005735 WO2008062970A1 (en) 2006-05-30 2007-11-15 Electro-chemical water processing apparatus and method thereof

Country Status (2)

Country Link
CN (1) CN101573299B (zh)
WO (1) WO2008062970A1 (zh)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009133550A1 (en) * 2008-04-28 2009-11-05 P2W Cy Limited Integrated electrolytic and chemical method for producing clean treated water wherein cyanide species concentration is less than 1 milligram per liter
EP2338842A3 (en) * 2009-12-28 2011-10-26 Woongjin Coway Co., Ltd. Deodorization module
EP2497750A1 (en) 2011-03-11 2012-09-12 HUSTY M. Styczen, J. Hupert Spolka Jawna Water treatment system, a method of its automatic regeneration and a controller for the water treatment system
WO2016028975A1 (en) * 2014-08-20 2016-02-25 Aquion, Inc. Enhanced water treatment system
WO2016054749A1 (en) * 2014-10-10 2016-04-14 Xogen Technologies Inc. System and method for oxidation of ammonia
EP2520548A4 (en) * 2009-12-30 2016-11-30 Sergio Gabriel Capettini METHOD AND APPARATUS FOR DISINFECTING WATER TO PRODUCE HYDROXYL IONS BY HYDROLYSIS OF WATER MOLECULES
CN111635040A (zh) * 2020-06-10 2020-09-08 长沙理工大学 一种河流排污口水质过滤装置
CN111717963A (zh) * 2020-06-29 2020-09-29 巢湖市科凌沃特水处理技术有限公司 一种铁碳微电解装置

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2012253212B2 (en) * 2011-05-06 2016-05-12 Icf Pty Ltd A continuous flow electroflocculation water treatment systems
CN102503001A (zh) * 2011-11-02 2012-06-20 浙江弗莱德环境科技有限公司 一种电凝聚水处理装置
CN102515398B (zh) * 2011-11-30 2013-03-27 青岛双瑞海洋环境工程股份有限公司 复合型船舶生活污水处理方法
ES2538662T3 (es) * 2012-05-28 2015-06-23 S.E.S.P.I. S.R.L. Procedimiento de producción de hipoclorito y electrolizador de agua de mar relacionado con implementación antiincrustaciones
CN103112931B (zh) * 2013-02-26 2015-08-19 吴英 降低液体电导率电离子置换处理装置
EP4137022A1 (en) * 2018-04-30 2023-02-22 LG Electronics Inc. Vacuum cleaner nozzle
CN108585128A (zh) * 2018-06-14 2018-09-28 竺勇 三维电解水处理装置及其控制方法
CN110357219B (zh) * 2019-06-28 2021-08-20 湖北美辰环保股份有限公司 一种高效氮磷回收电化学反应系统
CN113480059A (zh) * 2021-08-16 2021-10-08 浙江浙能技术研究院有限公司 一种自调质预处理电化学氧化系统及处理工艺

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR960016696B1 (ko) * 1994-04-25 1996-12-20 최형석 이산화염소 발생방법 및 장치
JP2000325960A (ja) * 1999-05-19 2000-11-28 Sanyo Electric Co Ltd 凝集濾過装置
JP2003080261A (ja) * 2001-06-27 2003-03-18 Denso Corp 水浄化装置
KR100556291B1 (ko) * 2004-03-09 2006-03-03 (주)에이엠티기술 전기화학적 폐수 처리 장치

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR960016696B1 (ko) * 1994-04-25 1996-12-20 최형석 이산화염소 발생방법 및 장치
JP2000325960A (ja) * 1999-05-19 2000-11-28 Sanyo Electric Co Ltd 凝集濾過装置
JP2003080261A (ja) * 2001-06-27 2003-03-18 Denso Corp 水浄化装置
KR100556291B1 (ko) * 2004-03-09 2006-03-03 (주)에이엠티기술 전기화학적 폐수 처리 장치

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009133550A1 (en) * 2008-04-28 2009-11-05 P2W Cy Limited Integrated electrolytic and chemical method for producing clean treated water wherein cyanide species concentration is less than 1 milligram per liter
EP2338842A3 (en) * 2009-12-28 2011-10-26 Woongjin Coway Co., Ltd. Deodorization module
EP2520548A4 (en) * 2009-12-30 2016-11-30 Sergio Gabriel Capettini METHOD AND APPARATUS FOR DISINFECTING WATER TO PRODUCE HYDROXYL IONS BY HYDROLYSIS OF WATER MOLECULES
EP2497750A1 (en) 2011-03-11 2012-09-12 HUSTY M. Styczen, J. Hupert Spolka Jawna Water treatment system, a method of its automatic regeneration and a controller for the water treatment system
WO2016028975A1 (en) * 2014-08-20 2016-02-25 Aquion, Inc. Enhanced water treatment system
WO2016054749A1 (en) * 2014-10-10 2016-04-14 Xogen Technologies Inc. System and method for oxidation of ammonia
CN107001077A (zh) * 2014-10-10 2017-08-01 Xogen科技有限公司 用于氨的氧化的系统和方法
US10689271B2 (en) 2014-10-10 2020-06-23 Xogen Technologies Inc. System and method for oxidation of ammonia
US10995021B2 (en) * 2014-10-10 2021-05-04 Xogen Technologies Inc. System for oxidation of ammonia
CN111635040A (zh) * 2020-06-10 2020-09-08 长沙理工大学 一种河流排污口水质过滤装置
CN111717963A (zh) * 2020-06-29 2020-09-29 巢湖市科凌沃特水处理技术有限公司 一种铁碳微电解装置

Also Published As

Publication number Publication date
CN101573299B (zh) 2013-05-01
CN101573299A (zh) 2009-11-04

Similar Documents

Publication Publication Date Title
US8323474B2 (en) Electro-chemical water processing apparatus and method thereof
WO2008062970A1 (en) Electro-chemical water processing apparatus and method thereof
US4623436A (en) Method and apparatus for removing impurities from liquids
EP1064228B1 (en) Apparatus for electrocoagulative treatment of industrial waste water
EP1997782B1 (en) An apparatus, a system and a treatment method for organic compounds included in waste water
US20090173638A1 (en) Method and apparatus for electrocoagulation of liquids
US4149953A (en) Apparatus for removing impurities from waste water
JPH10500614A (ja) 電気分解による水処理
KR101842552B1 (ko) 전해-탄소여과필터 및 이를 이용한 수처리장치
US6871014B2 (en) Water treatment system and water heater with cathodic protection and method
KR101054375B1 (ko) 복수탈염설비 재생폐수와 난분해성 폐수의 전기화학적처리장치 및 처리방법
KR200462553Y1 (ko) 조류 발생 억제 장치
CN105731696A (zh) 碳化硅酸洗废水资源化处理工艺
KR100556291B1 (ko) 전기화학적 폐수 처리 장치
CN101479197B (zh) 水净化方法及其装置
KR100626793B1 (ko) 탈황 폐수의 총질소 제거 장치 및 그 방법
KR20180002245A (ko) 전기응집을 활용한 스크러버 순환수 재이용 장치
KR100466280B1 (ko) 전해부상 및 침전에 의한 폐수중 부유고형물질의 제거방법
JP2002210472A (ja) 汚水処理装置の設置方法
KR100389731B1 (ko) 전기화학적 정수시스템
RU163807U1 (ru) Электролизёр для обработки воды
US20200131057A1 (en) Externally enhanced electrocoagulation
Warner Electrolytic treatment of job shop metal finishing wastewater
KR19990083653A (ko) 전기화학적 폐수처리방법 및 장치
Halloran et al. Multimedia waste auditing in Hungary: a waste minimization feasibility study for a metal plating facility

Legal Events

Date Code Title Description
WWE Wipo information: entry into national phase

Ref document number: 200780049004.7

Country of ref document: CN

121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 07834041

Country of ref document: EP

Kind code of ref document: A1

WWE Wipo information: entry into national phase

Ref document number: 12515670

Country of ref document: US

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 07834041

Country of ref document: EP

Kind code of ref document: A1