WO2013179314A1 - Method of hypochlorite production and related sea water electrolyzer with anti scale implement - Google Patents

Method of hypochlorite production and related sea water electrolyzer with anti scale implement Download PDF

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Publication number
WO2013179314A1
WO2013179314A1 PCT/IT2012/000155 IT2012000155W WO2013179314A1 WO 2013179314 A1 WO2013179314 A1 WO 2013179314A1 IT 2012000155 W IT2012000155 W IT 2012000155W WO 2013179314 A1 WO2013179314 A1 WO 2013179314A1
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Prior art keywords
electrolyzer
sea water
jets
water
gap spaces
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PCT/IT2012/000155
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French (fr)
Inventor
Luigi RIGHETTI
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S.E.S.P.I.S.r.L
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Application filed by S.E.S.P.I.S.r.L filed Critical S.E.S.P.I.S.r.L
Priority to EP12737614.3A priority Critical patent/EP2691341B1/en
Priority to US14/403,773 priority patent/US20150233003A1/en
Priority to KR20147036580A priority patent/KR20150027140A/en
Priority to CN201280074939.1A priority patent/CN104507874B/en
Priority to ES12737614.3T priority patent/ES2538662T3/en
Priority to PCT/IT2012/000155 priority patent/WO2013179314A1/en
Priority to JP2015514677A priority patent/JP5828058B2/en
Publication of WO2013179314A1 publication Critical patent/WO2013179314A1/en
Priority to HK15107827.7A priority patent/HK1207057A1/en

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    • 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
    • C02F1/4602Treatment of water, waste water, or sewage by electrochemical methods for prevention or elimination of deposits
    • CCHEMISTRY; METALLURGY
    • C25ELECTROLYTIC OR ELECTROPHORETIC PROCESSES; APPARATUS THEREFOR
    • C25BELECTROLYTIC OR ELECTROPHORETIC PROCESSES FOR THE PRODUCTION OF COMPOUNDS OR NON-METALS; APPARATUS THEREFOR
    • C25B15/00Operating or servicing cells
    • C25B15/02Process control or regulation
    • 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
    • C02F1/4674Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction by electrooxydation with halogen or compound of halogens, e.g. chlorine, bromine
    • 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
    • C02F1/4604Treatment of water, waste water, or sewage by electrochemical methods for desalination of seawater or brackish water
    • CCHEMISTRY; METALLURGY
    • C25ELECTROLYTIC OR ELECTROPHORETIC PROCESSES; APPARATUS THEREFOR
    • C25BELECTROLYTIC OR ELECTROPHORETIC PROCESSES FOR THE PRODUCTION OF COMPOUNDS OR NON-METALS; APPARATUS THEREFOR
    • C25B1/00Electrolytic production of inorganic compounds or non-metals
    • C25B1/01Products
    • C25B1/24Halogens or compounds thereof
    • C25B1/26Chlorine; Compounds thereof
    • CCHEMISTRY; METALLURGY
    • C25ELECTROLYTIC OR ELECTROPHORETIC PROCESSES; APPARATUS THEREFOR
    • C25BELECTROLYTIC OR ELECTROPHORETIC PROCESSES FOR THE PRODUCTION OF COMPOUNDS OR NON-METALS; APPARATUS THEREFOR
    • C25B1/00Electrolytic production of inorganic compounds or non-metals
    • C25B1/01Products
    • C25B1/24Halogens or compounds thereof
    • C25B1/26Chlorine; Compounds thereof
    • C25B1/265Chlorates
    • CCHEMISTRY; METALLURGY
    • C25ELECTROLYTIC OR ELECTROPHORETIC PROCESSES; APPARATUS THEREFOR
    • C25BELECTROLYTIC OR ELECTROPHORETIC PROCESSES FOR THE PRODUCTION OF COMPOUNDS OR NON-METALS; APPARATUS THEREFOR
    • C25B15/00Operating or servicing cells
    • C25B15/08Supplying or removing reactants or electrolytes; Regeneration of electrolytes
    • CCHEMISTRY; METALLURGY
    • C25ELECTROLYTIC OR ELECTROPHORETIC PROCESSES; APPARATUS THEREFOR
    • C25BELECTROLYTIC OR ELECTROPHORETIC PROCESSES FOR THE PRODUCTION OF COMPOUNDS OR NON-METALS; APPARATUS THEREFOR
    • C25B9/00Cells or assemblies of cells; Constructional parts of cells; Assemblies of constructional parts, e.g. electrode-diaphragm assemblies; Process-related cell features
    • C25B9/17Cells comprising dimensionally-stable non-movable electrodes; Assemblies of constructional parts thereof
    • CCHEMISTRY; METALLURGY
    • C25ELECTROLYTIC OR ELECTROPHORETIC PROCESSES; APPARATUS THEREFOR
    • C25BELECTROLYTIC OR ELECTROPHORETIC PROCESSES FOR THE PRODUCTION OF COMPOUNDS OR NON-METALS; APPARATUS THEREFOR
    • C25B9/00Cells or assemblies of cells; Constructional parts of cells; Assemblies of constructional parts, e.g. electrode-diaphragm assemblies; Process-related cell features
    • C25B9/70Assemblies comprising two or more cells
    • C25B9/73Assemblies comprising two or more cells of the filter-press type
    • 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
    • C02F2001/46119Cleaning the electrodes
    • 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
    • C02F2001/46152Electrodes characterised by the shape or form
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2201/00Apparatus for treatment of water, waste water or sewage
    • C02F2201/002Construction details of the apparatus
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2201/00Apparatus for treatment of water, waste water or sewage
    • C02F2201/46Apparatus for electrochemical processes
    • C02F2201/461Electrolysis apparatus
    • C02F2201/46105Details relating to the electrolytic devices
    • C02F2201/4611Fluid flow
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2303/00Specific treatment goals
    • C02F2303/22Eliminating or preventing deposits, scale removal, scale prevention

Definitions

  • the present disclosure relates in general to electrolytic hypochlorite generation in diluted impure saline solutions like sea water and in particular to a method and implement for contrasting build up of scale over electrode and other surfaces inside the electrolyzer.
  • the electrolysis of sea water is commonly used for the direct production of hypochlorite to prevent bio-fouling and scaling of cooling systems, water ballasts, and alike.
  • Hypochlorite has a specific oxidizing and sterilizing effect and regenerates the original chloride ion when contacting organic substances or by effect of light, heat or of readily oxidizable ions, thus leaving no noxious residues in the sea water after the sterilization process.
  • Calcium, magnesium, iodine, bromine, sulfur and many heavy metals ions may be found.
  • calcium and magnesium are present in relatively large amounts in sea water and cause a severe scaling of the surface of the negatively biased electrodes and other surfaces. These scales are generally porous and do not interfere with the normal functioning of the cell, but their rapid growth makes them more and more compact and cause an increase of the operating cell voltage and consequent waste of electric power.
  • a commonly preferred architecture of electrolyzer for an electro-chlorination plant is depicted in Fig. 1.
  • a tubular casing contains a pack of spacingly interleaved planar anodes and cathodes defining interelectrodic gap spaces there between, practically composing a multiplicity of electrolytic cells, electrically parallelized (4 cells in parallel) in a tranverse direction and serialized (5 cells in series) in the longitudinal direction of the tubular casing of the electrolyzer, connected to a DC source through a positive connector and a negative connector at the opposite ends of the tubular casing.
  • Each acid wash phase usually takes from 3 to 5 hours with associated loss of production besides the cost of the acid (commonly HC1), waste liquor treatment/disposal and hazard management costs.
  • the interval between these scheduled maintenance operations may be as short as 10-25 days.
  • Objective of the applicant was to find a viable way to alleviate the frequency and/or duration of the periodic down times of an electro-chlorination plant, required for carrying out an effective acid wash of the interior of the electrolyzer after a period of operation and to reduce acid consumption and the power costs associated to such unavoidable routine maintenance of the plant.
  • the idea has been to introduce into the stream of sea water pumped through the tubular casing of the electrolyzer a plurality of secondary or ancillary streams of highly pressurized water in form of high speed jets ejected from an array of nozzles, disposed at regular intervals along the whole length of at least one side of the elongated pack assembly.
  • the location of the many nozzles, their distance from the electrode pack and the spacing intervals among each other are such to ensure that high speed jets of liquid encroach (are directed toward) into the interelectrodic gap spaces, in a direction orthogonal or inclined in respect of the longitudinal flow direction of sea water there through; the sought effect being to disrupt a probably laminar flow of sea water within the interelectrodic gap spaces and induce an energetic turbulence of the liquid therein.
  • the overpressure of the liquid to be injected should be sufficient to produce energetic (high speed) jets adapted to encroach deep inside the interelectrodic gap spaces.
  • the kinetic energy of the jets is gradually absorbed by the liquid flowing through the gap spaces from the inlet end to the outlet end of the tubular casing of the electrolyzer containing the elongated electrode pack.
  • a periodic ejection of jets of pressurized liquid may be carried out during normal operation of the electrolyzer or the electrolysis process may be interrupted during the ejection phase.
  • interruption of the DC electrical powering of the electrodes and of the forced flow of the process liquid through the electrolyzer is commanded when the discharge valve of drain nozzles present along the bottom of the electrolyzer need to be opened for discharging accumulated scale, displaced by the jets from the electrode surfaces and sunk to the bottom.
  • the high pressure injection of orthogonal/inclined jets does not need to be continuous and that an intermittent injection is preferable.
  • the intermittent high pressure scale sweeping phase may have a duration of about 5 min. and be carried out every 15-30 minutes.
  • duration and frequency of the scale sweeping phase may be adjusted by a control PLC depending on operating conditions and quality of the processed saline water.
  • the PLC is also programmable for implementing scale sweeping phases without interruption of the electrochemical process and scale sweeping phases with simultaneous interruption of the electrochemical process and opening of the bottom discharge drains, according to needs or pre-established time schedules.
  • the pressure of the injected liquid may be comprised between 5 and 10 N/m2.
  • the ratio between the cumulative flow rate of liquid ejection through said plurality of nozzles and the flow rate of said forced flow of process liquid through the electrolyzer may be comprised between 0.2 and 0.6.
  • the cumulative flow rate of the plurality of secondary or ancillary streams of highly pressurized water in form of high speed jets practically amounts to a fraction of the flow rate of the main flow of sea water pumped through the electrolyzer. This limits the power requirement for pressurizing the liquid to be injected for a surprisingly low cost benefit ratio when considering the overall economical figures of the electro- chlorination process.
  • Fig.l is a basic cross sectional view showing the structure of an electrolyzer commonly used for generating sodium hypochlorite in a stream of sea water or equivalent saline solution.
  • Fig. 2 is a photograph and an enlargement of it of the electrode pack of a commercial sea water electrolyzer, practically destroyed by an unchecked growth of scale.
  • Figs. 3A, 3B, 3C and 3D provide a basic illustration of an electrolyzer for sea water electrolysis embodying the novel anti scaling implement of this invention.
  • Figs. 4A and 4B are a view from atop and an enlarged partial view, respectively, of the pre-assembled electrode pack of the electrolyzer.
  • Fig. 5 is an exploded detail view of a pressurized water distributor with uniformly spaced nozzle assembly according to an exemplary embodiment.
  • Fig. 6 is a general functional diagram of an electro-chlorination plant using the novel electrolyzer of this invention.
  • Fig, 3A, Fig. 3B, Fig. 3C and Fig. 3D are a longitudinal cross sectional view and end views without and with sectional views of the electrode pack ,off and in coincidence with one array of spacers, respectively, of an exemplary commercial sea water electrolyzer for electro-chlorination plants, equipped with the anti-scaling implements of this invention.
  • the electrolyzer has a tubular casing 1 , commonly a horizontal cylindrical shell of PVC with an outer cladding of GRP, closed by end flanges (not shown), adapted to contain a pre-assembled multi electrode pack (CI ,...., Al), the functional arrangement of which already depicted in Fig. 1, may be recognized in the view of the pack from atop of Fig. 4A and in the partial enlarged drawing of Fig. 4B, where the insulating spacers between the plate electrodes are more visible.
  • the tubular casing 1 has a sea water inlet nozzle 2 and an outlet nozzle 3 through which hypochlorite containing sea water and hydrogen bubbles dispersed in the liquid stream exit the electrolyzer.
  • the bottom nozzles 4 serve for flush discharging the acid solution with which the interior of the electrolyzer if filled when carrying out the periodic acid washings.
  • An optional nozzle 5 at the top may be provided, closed with a transparent pane, in order to provide a visual inspection window of the state of the scale accumulation.
  • the electrode pack assembly defines a multicell electrical series formed by planar titanium plate electrodes, 1 mm thick, each having, over the anodically polarized portion (Al , A2, A3,..., A7) of the plate, a non passivating, conductive metal oxide coating with a low chlorine ion oxidation overvoltage and without any coating or with a low hydrogen ion discharge overvoltage metallic coating over the cathodically polarized portion (CI , C2, C3, C7).
  • the novel implements of this invention consists of two additional nozzles 6t and 6b, respectively at the top and at the bottom of the casing 1 , accommodating a flanged inlet pipe 7t and 7b, respectively, a threaded end of which tightens in a respective "T" coupling between the two portions l Ot (and the two portions 10b) of a top and a bottom distributor pipe of high pressure water, closed at both ends.
  • the distributor pipe may be in a single piece, one end of which passing through one of the end closing flanges of the tubular casing 1 for allowing a direct external hydraulic connection.
  • a single centrally positioned distributor may be sufficient, in case of larger electrode packs, two or more parallel distributors may be similarly deployed, in the top part and in the bottom part of the interior space of the tubular casing.
  • each distributor pipe has a plurality of equally spaced and similarly oriented nozzles 9t and 9b, respectively, adapted to release highly energetic jets (high exit velocity of the pressurized water) directed toward the spaced edges of the parallel electrode plates and the related interelectrodic gap spaces along which flows the stream of sea water pumped through the electrolyzer.
  • the electrode pack assembly had the following dimensions: length 274 cm, width 24,8 cm, height 16,6 cm; the distributors were of 3 ⁇ 4" PVC pipe and had 17 threaded PVC nozzles coupled to the pipe distributor at 150 mm intervals. The nozzles were set at a distance of 60 mm from the plane of the spaced edges of the parallel plate electrodes.
  • the preferred main construction material for piping, flanges internal and external supports, hydraulic seal fixtures and other fixtures is generally PVC, though other plastics may be alternatively used.
  • Fig. 6 is a simplified general functional diagram of an electro-chlorination plant embodying the novel implements of this invention.
  • the scheme and the legend of the symbolic representation of the functional element make the illustration perfectly legible by the skilled person and no specific description is deemed necessary for the fullest comprehension of the claimed invention.

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  • Engineering & Computer Science (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Organic Chemistry (AREA)
  • Metallurgy (AREA)
  • Materials Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
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Abstract

A significant decrement of the rate of accumulation of scale on electrode and other inner surfaces of a sea water electrolyzer of an electro-chlorination plant, is achieved by intermittently ejecting pressurized sea water through arrays of nozzles that produce energetic (high speed) jets adapted to encroach deep inside the interelectrodic gap spaces of an elongated pack of planar parallel interleaved electrodes. The kinetic energy of the jets is gradually absorbed by the process liquid flowing through the gap spaces from the inlet end to the outlet end of the tubular casing of the electrolyzer containing the elongated electrode pack. The input of kinetic energy in a transverse or inclined direction of encroachment of the jets in the liquid flowing in the gap spaces disrupt the laminar flow causing an energetic turbulence in the interelectrodic body of liquid which effectively hinder a stable accumulation of scale, a good portion of which is swept by the liquid stream out of the electrolyzer into drains in the lower part of electrolyzer.

Description

METHOD OF HYPOCHLORITE PRODUCTION AND RELATED SEA WATER ELECTROLYZER WITH ANTI SCALE IMPLEMENT
TECHNICAL FIELD
The present disclosure relates in general to electrolytic hypochlorite generation in diluted impure saline solutions like sea water and in particular to a method and implement for contrasting build up of scale over electrode and other surfaces inside the electrolyzer.
STATE OF THE ART
The electrolysis of sea water is commonly used for the direct production of hypochlorite to prevent bio-fouling and scaling of cooling systems, water ballasts, and alike.
In the context of this disclosure, though generically referring to sea water, it must be intended that the description of the problems and of the solution found apply, mutatis mutandis, also to equivalent diluted saline solutions containing sodium chloride besides other salts and impurities of organic and /or inorganic type, like brackish water bodies of natural origin or of water bodies in densely populated urban areas, etc..
The process, which is much safer and more economical than the addition of gaseous chlorine into the sea water cooling circuit, suffers of problems connected to impurities and dissolved substances present in the sea water. It is known that sea water contains, in addition to sodium chloride, which is the starting material for the production of hypochlorite, many other ions that interfere with the process. The fundamental reactions occurring when a direct current flows through the sea water in the electrolyzer (often referred to also with the functional name of electro-chlorinator) are the following:
at the anode: generation of chlorine
2Cl"→Cl2 + 2e" 1) at the cathode: generation of hydrogen and formation of hydroxide ions
2H20 + 2e"→ 20H" + H2 2) in the gap between the electrodes: interaction between chlorine and hydroxide ions that generates hypochlorite
Cl2 + 20H"→ H20 + CIO" + CI" 3) The hydrogen bubbles that forms inside the electrolyzer and that are transported in the stream of water eventually surface in a stocking vessel of the hypochlorite containing solution to be diluted in an air stream that constantly vent it to atmosphere.
Hypochlorite has a specific oxidizing and sterilizing effect and regenerates the original chloride ion when contacting organic substances or by effect of light, heat or of readily oxidizable ions, thus leaving no noxious residues in the sea water after the sterilization process.
Unfortunately, both at the anode, at the cathode and in the electrolyte solution (sea water) there occur numerous undesired chemical reactions, an exhaustive review of which may be read from US-4.488.945, though it focus almost exclusively on electrochemical and chemical transformations originating from parasitic anodic reactions and on consequent deactivation mechanisms of the metallic anodes. The pertinent description is intended herein incorporated by express reference.
Many other ions are generally or occasionally present in coastal waters. Calcium, magnesium, iodine, bromine, sulfur and many heavy metals ions may be found. In particular, calcium and magnesium are present in relatively large amounts in sea water and cause a severe scaling of the surface of the negatively biased electrodes and other surfaces. These scales are generally porous and do not interfere with the normal functioning of the cell, but their rapid growth makes them more and more compact and cause an increase of the operating cell voltage and consequent waste of electric power.
A commonly preferred architecture of electrolyzer for an electro-chlorination plant is depicted in Fig. 1. A tubular casing contains a pack of spacingly interleaved planar anodes and cathodes defining interelectrodic gap spaces there between, practically composing a multiplicity of electrolytic cells, electrically parallelized (4 cells in parallel) in a tranverse direction and serialized (5 cells in series) in the longitudinal direction of the tubular casing of the electrolyzer, connected to a DC source through a positive connector and a negative connector at the opposite ends of the tubular casing.
In particular, the growth of scaling in the interelectrodic gap increasingly hinders a correct distribution of the flow of sea water between the flat counter-opposed surfaces of the metal plate electrodes as far as clogging definitely the electrode pack of the electrolyzer. A observable in the photograph of Fig. 2, an excessive scaling, if not punctually controlled tends to progress in an exponential way and may bend the metal plate electrodes and eventually cause electrical sparks and even destructive short circuits, phenomena that may be fostered also by a concurrent process of galvanic deposition of metals.
Each acid wash phase usually takes from 3 to 5 hours with associated loss of production besides the cost of the acid (commonly HC1), waste liquor treatment/disposal and hazard management costs.
Even a gross pre-purification process of the sea water to be passed through the electrolyzer would be utterly uneconomical, given that the flown volume of sea water is generally between 400-1000 liters per kg of chlorine generated at the anode.
Therefore, frequent acid washings of the electrode pack must be carried out in order to remove accumulated scale and metal deposits. Depending on the salinity of sea water, flow rate, current density and state of the electrodes, the interval between these scheduled maintenance operations may be as short as 10-25 days.
OBJECTIVE AND SUMMARY OF THE INVENTION
Objective of the applicant was to find a viable way to alleviate the frequency and/or duration of the periodic down times of an electro-chlorination plant, required for carrying out an effective acid wash of the interior of the electrolyzer after a period of operation and to reduce acid consumption and the power costs associated to such unavoidable routine maintenance of the plant.
Field trials carried out by the applicant by varying the flow rate of sea water through the tubular electrolyzer casing containing a pack of spacingly interleaved planar anodes and cathodes defining interelectrodic gap spaces there between, generally composing a multiplicity of electrolytic cells, electrically parallelized in a tranverse direction and serialized in the longitudinal direction of the tubular casing of the electrolyzer, were not encouraging.
Even at flow rates largely exceeding the critical Reynold figure for ensuring a turbulent flow through the electrolyzer, no significant hindrance of the scaling process of the electrodes was observed whilst the increased pumping significantly penalized efficiency of the chlorination process. Even the deployment of flow diverting baffles proved to have scarce or null effect.
This seemed to reinforce a largely predominant belief that turbulence would probably worsen the problem of scaling because of an enhanced transport of ions to the electrodes or, at best, be ineffective in contrasting scaling. However, the applicant did not give up on the idea that a turbulent flow of sea water could be of aid in countering the rapid build-up of scale in the interectrodic gap spaces.
Despite these early failures, the solution finally found by the applicant has proven itself surprisingly effective.
Basically the idea has been to introduce into the stream of sea water pumped through the tubular casing of the electrolyzer a plurality of secondary or ancillary streams of highly pressurized water in form of high speed jets ejected from an array of nozzles, disposed at regular intervals along the whole length of at least one side of the elongated pack assembly. The location of the many nozzles, their distance from the electrode pack and the spacing intervals among each other are such to ensure that high speed jets of liquid encroach (are directed toward) into the interelectrodic gap spaces, in a direction orthogonal or inclined in respect of the longitudinal flow direction of sea water there through; the sought effect being to disrupt a probably laminar flow of sea water within the interelectrodic gap spaces and induce an energetic turbulence of the liquid therein.
A surprisingly remarkable decrement of the rate of accumulation of scale on electrode and other inner surfaces of the electrolyzer was immediately observed, which appeared to confirm the applicant's suspicion that a honeycomb effect of the closely packed parallel plate electrodes could have been responsible of vanifying his previous experiments aiming to verify a possible benefit from turbulence.
The overpressure of the liquid to be injected should be sufficient to produce energetic (high speed) jets adapted to encroach deep inside the interelectrodic gap spaces. The kinetic energy of the jets is gradually absorbed by the liquid flowing through the gap spaces from the inlet end to the outlet end of the tubular casing of the electrolyzer containing the elongated electrode pack. The input of kinetic energy in a transverse or inclined direction of encroachment of the jets in the liquid flowing in the gap spaces disrupt the laminar flow causing an energetic turbulence in the interelectrodic body of liquid which appears to effectively hinder a stable accumulation of scale, a good portion of which is swept by the liquid stream out of the electrolyzer and/or falls into drain nozzles normally present in the lower part of electrolyzer, from where the scale may be discharged.
A periodic ejection of jets of pressurized liquid may be carried out during normal operation of the electrolyzer or the electrolysis process may be interrupted during the ejection phase. Preferably, interruption of the DC electrical powering of the electrodes and of the forced flow of the process liquid through the electrolyzer is commanded when the discharge valve of drain nozzles present along the bottom of the electrolyzer need to be opened for discharging accumulated scale, displaced by the jets from the electrode surfaces and sunk to the bottom.
Numerous test runs have clearly demonstrated that the high pressure injection of orthogonal/inclined jets does not need to be continuous and that an intermittent injection is preferable. Generally, for an electrolytic process conducted at a current density of 1 ,000 tol ,800 A/m , the intermittent high pressure scale sweeping phase may have a duration of about 5 min. and be carried out every 15-30 minutes. However, duration and frequency of the scale sweeping phase may be adjusted by a control PLC depending on operating conditions and quality of the processed saline water. The PLC is also programmable for implementing scale sweeping phases without interruption of the electrochemical process and scale sweeping phases with simultaneous interruption of the electrochemical process and opening of the bottom discharge drains, according to needs or pre-established time schedules.
Generally the pressure of the injected liquid may be comprised between 5 and 10 N/m2.
The ratio between the cumulative flow rate of liquid ejection through said plurality of nozzles and the flow rate of said forced flow of process liquid through the electrolyzer may be comprised between 0.2 and 0.6.
The cumulative flow rate of the plurality of secondary or ancillary streams of highly pressurized water in form of high speed jets practically amounts to a fraction of the flow rate of the main flow of sea water pumped through the electrolyzer. This limits the power requirement for pressurizing the liquid to be injected for a surprisingly low cost benefit ratio when considering the overall economical figures of the electro- chlorination process.
An evaluation test, carried out on two of a battery of four identical electrolyzers CHLOROPURE™ - HPSC (a trademark of S:E:S:P:I: srl- Milan-Italy) of a commercial electro-chlorination plant gave the following results:
o the long established frequency of routinely performed acid wash steps of the interior of the electrolyzers not equipped with the novel auxiliary injection system of the present disclosure, every 18 days of continuous operation was maintained unchanged;
o the frequency of the routinely performed acid wash steps of the interior of the electrolyzers equipped with the novel auxiliary injection system of the present disclosure, after few adjustments following initial check runs, could be set to 165 days of continuous operation, achieving almost a tenfold reduction of the duty cycle of periodic acid wash.
The invention is defined in the annexed claims, the content of which is intended constituting integral part of the present description and herein incorporated by express reference.
A description of embodiments of this invention with reference to the annexed drawings will follow, with the sole aim of making clear to the skilled artisan manners in which the invention may be practiced, without any intended limitation of its practice to the exemplary embodiments shown and described in detail.
BRIEF DESCRIPTION OF DRAWINGS
Fig.l is a basic cross sectional view showing the structure of an electrolyzer commonly used for generating sodium hypochlorite in a stream of sea water or equivalent saline solution.
Fig. 2 is a photograph and an enlargement of it of the electrode pack of a commercial sea water electrolyzer, practically destroyed by an unchecked growth of scale.
Figs. 3A, 3B, 3C and 3D provide a basic illustration of an electrolyzer for sea water electrolysis embodying the novel anti scaling implement of this invention.
Figs. 4A and 4B are a view from atop and an enlarged partial view, respectively, of the pre-assembled electrode pack of the electrolyzer.
Fig. 5 is an exploded detail view of a pressurized water distributor with uniformly spaced nozzle assembly according to an exemplary embodiment.
Fig. 6 is a general functional diagram of an electro-chlorination plant using the novel electrolyzer of this invention.
DESCRIPTION OF EXEMPLARY EMBODIMENTS
Fig, 3A, Fig. 3B, Fig. 3C and Fig. 3D are a longitudinal cross sectional view and end views without and with sectional views of the electrode pack ,off and in coincidence with one array of spacers, respectively, of an exemplary commercial sea water electrolyzer for electro-chlorination plants, equipped with the anti-scaling implements of this invention.
The electrolyzer has a tubular casing 1 , commonly a horizontal cylindrical shell of PVC with an outer cladding of GRP, closed by end flanges (not shown), adapted to contain a pre-assembled multi electrode pack (CI ,...., Al), the functional arrangement of which already depicted in Fig. 1, may be recognized in the view of the pack from atop of Fig. 4A and in the partial enlarged drawing of Fig. 4B, where the insulating spacers between the plate electrodes are more visible. The tubular casing 1 has a sea water inlet nozzle 2 and an outlet nozzle 3 through which hypochlorite containing sea water and hydrogen bubbles dispersed in the liquid stream exit the electrolyzer. The bottom nozzles 4 serve for flush discharging the acid solution with which the interior of the electrolyzer if filled when carrying out the periodic acid washings. An optional nozzle 5 at the top may be provided, closed with a transparent pane, in order to provide a visual inspection window of the state of the scale accumulation.
Referring to the longitudinal side view visible in Fig. 3A and to the orthogonal view of Fig. 4A, in the illustrated embodiment, the electrode pack assembly defines a multicell electrical series formed by planar titanium plate electrodes, 1 mm thick, each having, over the anodically polarized portion (Al , A2, A3,..., A7) of the plate, a non passivating, conductive metal oxide coating with a low chlorine ion oxidation overvoltage and without any coating or with a low hydrogen ion discharge overvoltage metallic coating over the cathodically polarized portion (CI , C2, C3, C7). A terminal cathodic head (CI) and a terminal anodic head (Al), each generally in form of a about 17 to 65 teeth comb-like assembly of parallel cathode plates and anode plates, respectively, (refer also the basic functional scheme of Fig. 1) connect to a DC power source via rods (electrical connection leads) passing through closing end flanges of the tubular casing 1.
The novel implements of this invention, according to the exemplary embodiment illustrated in Fig. 5, consists of two additional nozzles 6t and 6b, respectively at the top and at the bottom of the casing 1 , accommodating a flanged inlet pipe 7t and 7b, respectively, a threaded end of which tightens in a respective "T" coupling between the two portions l Ot (and the two portions 10b) of a top and a bottom distributor pipe of high pressure water, closed at both ends.
Of course, alternative configurations of longitudinal distributors extending for the whole length of the electrode plate pack, above and underneath the top and the bottom edges of the vertically held parallel metal plates of the electrode pack are possible, for example, the distributor pipe may be in a single piece, one end of which passing through one of the end closing flanges of the tubular casing 1 for allowing a direct external hydraulic connection.
Though a single centrally positioned distributor may be sufficient, in case of larger electrode packs, two or more parallel distributors may be similarly deployed, in the top part and in the bottom part of the interior space of the tubular casing.
In any case, each distributor pipe has a plurality of equally spaced and similarly oriented nozzles 9t and 9b, respectively, adapted to release highly energetic jets (high exit velocity of the pressurized water) directed toward the spaced edges of the parallel electrode plates and the related interelectrodic gap spaces along which flows the stream of sea water pumped through the electrolyzer.
In the illustrated embodiment, the electrode pack assembly had the following dimensions: length 274 cm, width 24,8 cm, height 16,6 cm; the distributors were of ¾" PVC pipe and had 17 threaded PVC nozzles coupled to the pipe distributor at 150 mm intervals. The nozzles were set at a distance of 60 mm from the plane of the spaced edges of the parallel plate electrodes.
The preferred main construction material for piping, flanges internal and external supports, hydraulic seal fixtures and other fixtures is generally PVC, though other plastics may be alternatively used.
Fig. 6 is a simplified general functional diagram of an electro-chlorination plant embodying the novel implements of this invention. The scheme and the legend of the symbolic representation of the functional element make the illustration perfectly legible by the skilled person and no specific description is deemed necessary for the fullest comprehension of the claimed invention.
Various modifications of the process and apparatus of the invention may be made without departing from the spirit or scope thereof and it is to be understood that the invention is intended to be limited only as defined in the annexed claims.

Claims

1. A process of electrolysis of sea water or equivalent saline water to produce hypochlorite therein in at least an electrolyzer having a plurality of spacingly interleaved vertically held planar anodes and cathodes defining interelectrodic gap spaces there between, through which said sea water or equivalent saline water is forced to flow at a given flow rate, constituting a multi electrode pack assembly contained inside a tubular casing of the electrolyzer, comprising the step of intermittently ejecting, through a plurality of nozzles disposed at regular intervals along the whole length of at least the top side of said pack assembly, pressurized water, sea water or equivalent saline water, jets of which are directed towards said interelectrodic gap spaces, orthogonally and/or at an inclination to the streaming direction of sea water or equivalent saline water forced to flow therein.
2. The process of claim 1 , wherein the orthogonally directed jets disrupt laminar liquid flow in said interelectrodic gap spaces.
3. The process of claim 1 , wherein the liquid being ejected is at a pressure comprised between 5 and 10 N/m2.
4. The process of claim 1 , wherein the ratio between the cumulative flow rate of ejection through said plurality of nozzles and the flow rate of said forced flow is comprised between 0.2 and 0.6.
5. The process of claim 1 , wherein said jets directed into said interelectrodic gap spaces are simultaneously ejected from atop and from underneath said pack assembly.
6. An electrolyzer system for electrolyzing sea water or equivalent saline water to produce hypochlorite, the electrolyzer having a plurality of vertically held, spacingly interleaved planar anodes and cathodes defining interelectrodic gap spaces there between and constituting a multi electrode pack assembly contained inside a tubular casing of the electrolyzer through which said sea water or equivalent saline water is forced to flow at a given flow rate, further comprising: at least a linear array of nozzles at regular intervals along a distributor pipe extending inside said casing for the whole length of at least the top side of said multi electrode pack assembly; an intermittent external source of pressurized water, sea water or equivalent saline water, connected to said internal distributor pipe for ejecting from said nozzles jets directed toward said interelectrodic gap spaces, orthogonally to the streaming direction of sea water or equivalent saline water forced to flow therein.
7. The electrolyzer of claim 6, further comprising at least a second linear array of nozzles at regular intervals along a second distributor pipe extending inside said casing for the whole length of the bottom side of said multi electrode pack assembly for simultaneously ejecting jets from atop and from underneath said pack assembly.
PCT/IT2012/000155 2012-05-28 2012-05-28 Method of hypochlorite production and related sea water electrolyzer with anti scale implement WO2013179314A1 (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
EP12737614.3A EP2691341B1 (en) 2012-05-28 2012-05-28 Method of hypochlorite production and related sea water electrolyzer with anti scale implement
US14/403,773 US20150233003A1 (en) 2012-05-28 2012-05-28 Method of hypochlorite production and related sea water electrolyzer with anti scale implemen
KR20147036580A KR20150027140A (en) 2012-05-28 2012-05-28 Method of hypochlorite production and related sea water electrolyzer with anti scale implement
CN201280074939.1A CN104507874B (en) 2012-05-28 2012-05-28 The preparation method of hypochlorite and the relevant seawater electrolysis device with antiscale instrument
ES12737614.3T ES2538662T3 (en) 2012-05-28 2012-05-28 Production procedure of hypochlorite and electrolyser of seawater related to antifouling implementation
PCT/IT2012/000155 WO2013179314A1 (en) 2012-05-28 2012-05-28 Method of hypochlorite production and related sea water electrolyzer with anti scale implement
JP2015514677A JP5828058B2 (en) 2012-05-28 2012-05-28 Method for producing hypochlorite and associated seawater electrolyzer with scale resistant equipment
HK15107827.7A HK1207057A1 (en) 2012-05-28 2015-08-13 Method of hypochlorite production and related sea water electrolyzer with anti scale implement

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CN106435641B (en) * 2016-08-30 2018-02-09 江苏永冠给排水设备有限公司 The hypochlorite generator's device and implementation method of a kind of integrated form good antiscale property
JP7203113B2 (en) * 2018-02-22 2023-01-12 エヴォクア ウォーター テクノロジーズ エルエルシー Electrochlorination system configuration for the production of high product strength solutions
KR20220037514A (en) * 2019-08-02 2022-03-24 에보쿠아 워터 테크놀로지스 엘엘씨 Modulation of in situ electrochemical generation of hydrogen peroxide to control UV-advanced oxidation process
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EP4382493A1 (en) 2022-12-06 2024-06-12 Grant Prideco, Inc. Device, system and method for preventing scale

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JP2015517910A (en) 2015-06-25
US20150233003A1 (en) 2015-08-20
HK1207057A1 (en) 2016-01-22
CN104507874B (en) 2016-10-12
EP2691341B1 (en) 2015-03-04
CN104507874A (en) 2015-04-08
KR20150027140A (en) 2015-03-11
ES2538662T3 (en) 2015-06-23
JP5828058B2 (en) 2015-12-02

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