EP1521622A1 - Procede et systeme de traitement d'eaux usees chargees de matieres organiques et/ou inorganiques - Google Patents

Procede et systeme de traitement d'eaux usees chargees de matieres organiques et/ou inorganiques

Info

Publication number
EP1521622A1
EP1521622A1 EP03763761A EP03763761A EP1521622A1 EP 1521622 A1 EP1521622 A1 EP 1521622A1 EP 03763761 A EP03763761 A EP 03763761A EP 03763761 A EP03763761 A EP 03763761A EP 1521622 A1 EP1521622 A1 EP 1521622A1
Authority
EP
European Patent Office
Prior art keywords
primary system
waste water
heat exchanger
water
wastewater
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP03763761A
Other languages
German (de)
English (en)
Inventor
Jakob Hoiss
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1521622A1 publication Critical patent/EP1521622A1/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D1/00Evaporating
    • B01D1/0064Feeding of liquid into an evaporator
    • B01D1/007Feeding of liquid into an evaporator the liquid feed being split up in at least two streams before entering the evaporator
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D1/00Evaporating
    • B01D1/0011Heating features
    • B01D1/0041Use of fluids
    • B01D1/0047Use of fluids in a closed circuit
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D1/00Evaporating
    • B01D1/06Evaporators with vertical tubes
    • B01D1/12Evaporators with vertical tubes and forced circulation
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D1/00Evaporating
    • B01D1/30Accessories for evaporators ; Constructional details thereof
    • B01D1/305Demister (vapour-liquid separation)
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D19/00Degasification of liquids
    • B01D19/02Foam dispersion or prevention
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D3/00Distillation or related exchange processes in which liquids are contacted with gaseous media, e.g. stripping
    • B01D3/007Energy recuperation; Heat pumps
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D5/00Condensation of vapours; Recovering volatile solvents by condensation
    • B01D5/0078Condensation of vapours; Recovering volatile solvents by condensation characterised by auxiliary systems or arrangements
    • B01D5/009Collecting, removing and/or treatment of the condensate
    • 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
    • C02F1/02Treatment of water, waste water, or sewage by heating
    • C02F1/04Treatment of water, waste water, or sewage by heating by distillation or evaporation
    • C02F1/045Treatment of water, waste water, or sewage by heating by distillation or evaporation for obtaining ultra-pure water
    • 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
    • C02F1/02Treatment of water, waste water, or sewage by heating
    • C02F1/04Treatment of water, waste water, or sewage by heating by distillation or evaporation
    • C02F1/048Purification of waste water by evaporation

Definitions

  • the present invention relates to a method and an apparatus for treating organically and / or inorganically contaminated wastewater by distillation.
  • Fresh and drinking water as well as process water is a valuable raw material that is urgently needed not only in particularly dry climates.
  • Demand is also increasing in industrialized countries.
  • the scarcer existing resources lead to considerable efforts to find new sources of drinking water and to treat non-drinkable water by cleaning it to process or drinking water.
  • EP-A-0 142 251 describes a thermocompression process for distilling raw water in a single-circuit system. This known method works either in vacuum or only with a slight excess pressure (approx. 0.1 bar above the environment). The reason for this is that the blower or fan described there as compressed does not apply the necessary excess pressure. In addition, their lifespan is much too short, since wastewater vapor with all remaining constituents is more aggressive at higher pressure and thus a higher temperature of, for example, 110 ° Celsius and quickly destroys the compressors corrosively and erosively.
  • a method and a device for raw water distillation have become known from FR-A-2 337 693 and DE-C-26 00 398, in which raw water which has already been desalinated and demineralized is treated and made into highly pure, germ-free Distillate is processed, being about the same Amount of distillate is generated as raw water is fed to the device.
  • a dual-circuit system is used such that the raw water within a primary system and a secondary medium within a secondary system containing a compressor, separate from the primary system and self-contained, are evaporated and condensed, the raw water being further heated by heating the previously in the compressor Secondary medium at overpressure and this evaporates in the secondary system by condensation of the water vapor and the water vapor is passed through a cyclone.
  • this known method is only suitable for the distillation of raw water which has already been desalinated and de-mineralized, but not for organically and / or inorganically contaminated waste water. If such wastewater were to be supplied in an appropriate amount to this known device, the primary system would clog in a very short time.
  • the object of the present invention is therefore to design a method and a device of the type mentioned at the outset in such a way that it is suitable for thermal wastewater treatment, aseptic water distillate of high quality with at the same time more or less low concentration of the wastewater to be evaporated and yet energy-saving to create.
  • a low concentration of the waste water in the primary system can be achieved on the basis of a choice of the value of the concentration factor CF determined in preliminary tests for each waste water type, which means that the treatment takes place in an optimal range.
  • Add relatively small amounts of additives which contributes to the protection of the environment, in order to prevent crystal formation of the anhydrite in the primary system combined with the impractical property here of essentially accumulating in the apparatus.
  • This low concentration in conjunction with the high blowdown rate also prevents a significant increase in the boiling temperature in the primary system during operation, which in turn has an advantageous effect on the design of the compressor in the secondary system.
  • An increase in the flow rate in the evaporator improves the heat transfer coefficient in the evaporator, has a low tendency to form deposits on the evaporator walls, and has a low tendency to corrode, since deposits that play an important role, for example, in stress crack corrosion in gaps, are prevented from forming , also smaller dosing quantities, if additives for anti-scaling are required, and a higher circulation factor in the evaporator leads to a longer dwell time of the waste water at the evaporation temperature, so that the F Q value (measure of the sterilization quality of the process) is increased. This ensures that the microorganisms in the wastewater are killed much more safely than is the case with only a short residence time.
  • a boiling temperature which is only slightly above the temperature of the preheated partial streams is achieved by a heater integrated in the two-circuit system.
  • a heating device which is external to the dual-circuit system is provided in accordance with the features of claims 17 and / or 18, so that an adaptation to the respective energetic conditions at the installation site can be achieved.
  • a metering station for the admixture of an additive in a relatively small dosage is provided.
  • FIG. 1 shows a schematic representation of a flow diagram of a device for thermal overpressure waste water treatment according to a first embodiment of the present invention
  • 1A and 1B each show a variant of the first exemplary embodiment
  • FIG. 2 shows a representation corresponding to FIG. 1 of a device for thermal overpressure wastewater treatment in accordance with a second embodiment of the present invention
  • Figure 3 in an enlarged schematic representation of that part of the device which contains the two-circuit process system.
  • the device 11 or 11 'shown in the drawing in accordance with two embodiments of the present invention is used for energy-saving thermal overpressure wastewater treatment, wherein top quality germ-free water distillate is produced, and the device is designed in particular for small to medium-sized outputs.
  • the germ-free water distillate should serve in particular as drinking water, process water or for irrigation.
  • a dual-circuit system 12 or 12 'with a primary system 13, 13' working under slight overpressure for the wastewater to be treated and a spatially separate, self-contained secondary system 14, 14 ' is used, which is operated under excess pressure by means of a heat pump ,
  • wastewater to be treated is discharged via a pipeline 16 which is immersed in the feed tank in a manner not shown a pump 17 is conveyed through a filter system 18 in front of it, in which coarse particles of, for example, larger than 200 ⁇ m are removed from the cold waste water.
  • the pump 17 is designed in such a way that the cold wastewater sucked in is increased in pressure to the extent necessary to overcome all pressure losses in the device 11 and a desired residual overpressure is still present at the device outlet.
  • the pipeline 16 is connected to a metering station 19, via the connecting line 21 of which an additive is added to the waste water.
  • the additive which only has to be added in relatively small amounts, serves to reduce or change the crystal formation of anhydrite (CaSo 4 ) or the scale formation or to avoid it altogether or, if necessary, to prevent foam growth and thus an overgrowth of components , in particular to prevent the evaporator in the dual-circuit system 12.
  • This additive is selected depending on the use of the water distillate; For example, it must also be approved for drinking water production and be environmentally compatible.
  • the pipeline 16 branches after a distributor 22 into a first feed line 23 and a second feed line 24, in each of which a throttle element 26 or 27 is provided.
  • a throttle element 26 or 27 is provided.
  • the wastewater stream supplied in the pipeline 16 is divided into a first sub-stream in the first feed line 23 and a second sub-stream in the second feed line 24.
  • the two sub-streams are quantitatively divided by the two throttling members 26 and 27 in a stationary or regulated manner.
  • One side of a first heat exchanger 28 is connected into the first feed line 23, the other side of which is in one Distillate line 31 is located, which is connected to the output end of the primary system 13.
  • the section 33 of the first feed line 23 emerging from one side of the first heat exchanger 28 is connected to the input-side end of the primary system 13, ie a distillation still 29, into which the first partial flow of the waste water is introduced.
  • the secondary system 14 is self-contained and has, for example, raw water in the form of fresh water as a secondary medium.
  • the secondary system 14 can be connected to a closable pipeline for the first supply of secondary medium.
  • an external heater 32 is installed, which can be operated electrically here.
  • the distillation bubble 29 of the primary system 13 is connected to an exhaust pipe 36 into which the other side of a second heat exchanger 38 is inserted. Wastewater blowdown is removed from the free outlet-side section 37 of the discharge pipeline 36.
  • the discharge pipeline 36 is used for the return of untreated or non-evaporated waste water.
  • the second feed line 24 is connected to one side of this second heat exchanger 38, so that the second partial volume flow flows through the second heat exchanger 38 and is likewise introduced into the distillation still 29 of the primary system 13 via the outlet-side section 34 of the second feed line 24.
  • the distillate line 31 is connected at its outlet section 35 to a conditioning station 39, via the connecting line 41 of which conditioning agent is supplied to the aseptic water distillate of the highest quality.
  • the type of conditioning agent depends on what the water distillate should be used for, i.e. whether it should be used as drinking water or process water or used for irrigation. For example, various minerals and salts are provided as conditioning agents in one case or, for example, fertilizers or the like in the other case.
  • the heat exchangers 28 and 38 shown schematically in FIG. 1 are heat exchangers made of titanium using removable plate exchanger technology, which have high efficiency due to small wall thicknesses and pressure losses and high corrosion resistance and can be produced in a very economical manner.
  • the mode of operation of the two-circuit heat pump system 12 will first be described with reference to FIG.
  • the waste water to be treated rises into the evaporator area 54 of the first heat exchanger 52, advantageously also made of titanium, which is designed, for example, in the form of a corrugated surface evaporator.
  • the distillate vapor generated in the so-called tubes of the evaporator area 54 of the first heat exchanger 52 rises and passes through a cyclone 56, in which the separation of entrained droplets and particles due to a very high centrifugal acceleration of the steam takes place. Due to a physical effect, only a small amount of water forms between the inner wall of the cyclone and the distillate vapor, which migrates into the lower part of the cyclone 56 due to the internal flow field and therefore does not get into the distillate.
  • the converging water is discharged via a bottom-side pipe 57 (approx. 0.2% of the distillate output of the plant). It is also possible to return this water directly under the liquid surface to be evaporated. This has the advantage that no line (possibly with a throttle valve) has to be routed outside the two-circuit heat pump system 12 or 12 '.
  • the distillate vapor itself does not come into contact with the metal surface at the critical points of the highest speed, but passes through the immersion tube 58 attached in the middle of the cyclone 56 into a second heat exchanger 62, which acts as a condenser in the primary system 13.
  • this second heat exchanger 62 which is also designed, for example, in the form of a corrugated surface evaporator / condenser, the steam emerging from the cyclone 56, for example after a change in direction by 90 °, flows through the so-called gap spaces between the upright corrugated surface plates and condenses in the process.
  • the condensate in the form of the wastewater distillate leaves the primary system 13 via the distillate line 31 with a slight positive pressure.
  • the heat of condensation of the primary medium (seawater or seawater vapor to be desalinated) which is released in the primary system 13 on the second heat exchanger 62 acting as a condenser is used to carry out evaporation of the secondary medium in the secondary system, which is fed into the secondary system 14 only once.
  • the resulting secondary medium vapor in the secondary system is transferred via a conventional droplet separator, not shown, from the upper part of the dual-circuit system 12 into a compressor 66, which is operated by a Electric motor 50 is driven, guided. Compression and an associated temperature increase take place in the compressor 66.
  • the vapor of the secondary medium leaving the compressor 66 is hot enough to serve in the first heat exchanger 52, which acts as an evaporator in the secondary system 14, essentially as the sole heating medium for evaporating the preheated filtered waste water.
  • the waste water is evaporated there.
  • the resulting condensate of the secondary medium leaves the first heat exchanger 52 and reaches the upper second heat exchanger 62 via a pipe 68 and a throttle valve 65, which works in the secondary system 11 as an evaporator.
  • the condensate of the secondary medium flows into a bottom region of the second heat exchanger 62 and flows as steam through the heat exchanger tube spaces vertically upwards and from there via the tube 67 back to the compressor 66. It is understood that the two systems 13 and 14 are completely separate from one another are separated and that the two heat exchangers 52 and 62 are formed in a corresponding manner.
  • the wastewater is fed into the device 11 at approximately 15 ° C., for example a total volume flow of 12.3 m 3 / h being achieved with the aid of the pump 17.
  • the two throttling members 26 and 27 are set such that the first volume flow in the first feed line 23 is approximately 3.0 m 3 / h and the second volume flow in the second feed line 24 is approximately 9.3 m 3 / h.
  • the size of the first volume flow in the first feed line 23 is determined by the distillate volume flow in the distillate line 31, specifically here in such a way that the two volume flows are approximately equal.
  • the distillate emerging from the primary system 13 of the dual-circuit system 12 at a temperature of approximately 107 ° C.
  • the first volume flow in the first feed line 23 Flow through the first heat exchanger 28 has reached a temperature of approximately 105 ° C. and enters the distillation still 29 of the primary system 13 at this temperature. The distillate cools to about 20 ° C and emerges at about 0.1 bar.
  • the second volume flow in the second supply line 24 is heated in the second heat exchanger 38 to a temperature of likewise in the range of 105 ° C, since through this second heat exchanger 38 the sludge flowing out of the still 29 at about 110 ° C through the second heat exchanger 38 flows.
  • the blowdown has cooled to approximately 19 ° C. at the end of the second heat exchanger 38 and emerges at approximately 0.1 bar.
  • the blowdown volumetric flow emerging from the distillation still 29 of the primary system 13 has the same size as the second volumetric flow in the second feed line 24, ie is approximately 9.3 m 3 / h.
  • a concentration factor CF which represents the ratio of the total feed quantity of wastewater to the amount of blowdown, is set in the range between large 1 and approximately 20. To set the CF value, this is determined in preliminary tests depending on the type of waste water. In conventional known waste water, this CF value is between greater than 1.4 and 10.
  • CF slightly larger than 1.4
  • the device therefore operates in an area just above the saturation line of anhydrite, so that additives have to be added in very small amounts via the dosing station 19.
  • This CF value results in a high wastewater circulation due to the resulting high blowdown rate. This improves the heat transfers in the distillation system 13 and also prevents the formation of deposits in the system.
  • the device 11 according to FIG. 1 is started in such a way that the distillation still 29 of the primary system 13 is filled with wastewater to be treated to the usual level and is heated to approximately 110 ° C. with the aid of the external heating 32. Then the compressor of the secondary system 14 is switched on, so that the thermal process for overpressure waste water treatment can begin.
  • the device 11 'shown in FIG. 2 according to a second embodiment for the thermal overpressure wastewater treatment in order to produce top-quality germ-free water distillate in an energy-saving manner corresponds essentially in terms of system technology and process engineering to the device 11 according to FIG. 1. Those components which are both part of the device 11 and the device 11 'are used in a corresponding manner, are therefore given the same reference number and a line in FIG. 2.
  • the differences between the two devices 11 'and 11 consist in particular in the fact that the design of the external heating for accompanying and starting the process is designed in different ways. Another difference lies in the higher distillate production per unit of time and thus in the predetermined higher volume flows.
  • a filtered (filter 18 ') waste water volume flow of 41 m 3 / h is conveyed through the pipeline 16' with the aid of the pump 17 '.
  • a first volume flow of 10 m 3 / h in the first feed line 23' and a second volume flow of 31 m 3 / h in the second feed line 24 are achieved with the help of the throttling members 26 'and 27'' generated.
  • the first volume flow is heated in the first heat exchanger 28 'by the distillate flow, which is about 107 ° C, from 10 m 3 / h to about 100 ° C and brought into the distillation still 29' of the primary system 13 '.
  • the second volume flow is brought in the second heat exchanger 38 'from the approximately 110 ° C hot blowdown flow of 31 m 3 / h from the still 29' to about 100 ° C as well.
  • This second volume flow through the section 34 'of the second feed line 24' is now not conveyed directly but indirectly via one side of a third heat exchanger 78 and a pipeline 79 to the distillation still 29 'of the primary system 13'.
  • the second volume flow of 31 m 3 / h has a temperature of approximately 113.3 ° C. Mixing the two volume flows results in a mixing temperature of the waste water to be evaporated in the distillation still 29 'of approximately 110 ° C., which corresponds to the boiling temperature in the primary system 13'. Evaporation also takes place here with the aid of the heat pump cycle of the secondary system 14 '.
  • the third heat exchanger 78 is part of a heating device 81 which carries a heat transfer medium, for example oil, in its circumferential pipeline 82, 83, which is circulated by a pump 84.
  • This heat transfer medium flows both through the other side of the third heat exchanger 78 and through one side of an oil- or gas-heated boiler 86.
  • the heat transfer medium whose volume flow is, for example, 36 m 3 / h, is heated to 135 ° C. and is after
  • a conventional steam generator 86 ' can be used for water vapor.
  • the saturated water vapor generated (at, for example, a temperature of 118 ° C.) reaches the third heat exchanger 78 as the heating medium via the pipe 83 and there - while condensing at the same time - heats the second volume flow on the opposite side through the section 34 ′ of the second feed line 2 'indirectly to the temperature still missing in the process (e.g. to 113.3 ° C).
  • the resulting condensate is fed back to the steam generator 86 'via the pipeline 82.
  • the pump 84 shown in FIG. 2 is omitted.
  • the compressor 66 'of the secondary system 14' is not driven with the aid of an electric motor as in the exemplary embodiment according to FIG. 1, but with the aid of a diesel unit 87 which also drives a generator 88 which supplies electrical energy for controlling the device 11 'and the drive which supplies pumps, valves and the like.
  • a bypass 71 is provided for the second heat exchanger 38'.
  • a bypass line 72 which is equipped with a shut-off valve 73 and a pump 74, runs between the discharge pipeline 36 'and the section 34' of the second supply line 24 '.
  • a valve 75 is in the flow direction after the bypass line 72 in the exhaust pipe 36 'and in the flow direction before the bypass line 72 in Inlet section 34 'installed a shut-off valve 76.
  • the still 29 ' is first filled with wastewater above the usual level in order to have enough water for the heating phase.
  • distillate emerges from the distillate line 31 at a temperature of approximately 25 ° C. at a pressure of approximately 0.1 bar and a volume flow of 10 m 3 / h.
  • the blowdown stream of 31 m 3 / h has a temperature of about 24 ° C and exits section 37 'of the exhaust pipe 36' at an overpressure of about 0.1 bar.
  • the density and the viscosity of the medium to be evaporated can also be measured during the evaporation. Observations of possible foam formation on the evaporation surface of the primary medium are also recorded according to variants. If increasing foam growth is determined, then a suitable chemically active defoamer is either added to the incoming wastewater to prevent it (see device 19 or 19 according to FIGS. 1 or 2 or it is controls the foam formation according to the variants shown in FIG. 1A or IB with the aid of a mechanically acting foam destroyer measure. This can be done, for example, with a type of propeller or turbine 91 that rotates above the liquid surface in the distillation still 29 (FIG.
  • nozzle system 94 can be used, which is located above the evaporation surface in the distillation still 29 '(FIG. IB) and which has not yet evaporated (i.e. liquid medium) from the lower part in the two-circuit heat pump system 12 or 12'. by means of a pump 95, sucked in and sprayed with overpressure (for example 5 bar) horizontally or from above into the foam via the nozzles and thus destroys it.
  • CF values e.g. larger than 1.4 to 10.
  • This has the advantage that the amount of blowdown becomes smaller and thus the exchange surface of the heat exchangers 38 or 38 'for the recovery of the heat energy is smaller and thus saves investment costs.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (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)
  • Dispersion Chemistry (AREA)
  • Heat Treatment Of Water, Waste Water Or Sewage (AREA)

Abstract

L'invention concerne un procédé de traitement d'eaux usées chargées de matières organiques et/ou inorganiques. Selon ce procédé, les eaux usées sont évaporées et condensées à l'intérieur d'un système primaire (13) et un fluide secondaire (14), de préférence de l'eau brute, est évaporé et condensé à l'intérieur d'un système secondaire (14) fermé, séparé du système primaire (13), comprenant un appareil de condensation (66), les eaux usées s'évaporant par échauffement au contact du fluide secondaire (14) préalablement condensé dans l'appareil de condensation (66) et réchauffé. La vapeur des eaux usées est acheminée à travers un cyclone (58) et le fluide secondaire à nouveau détendu dans le système secondaire (14) est évaporé par la condensation de cette vapeur. Par ailleurs, le flux global d'eaux usées acheminé dans le système primaire (13) est divisé en un premier flux partiel (23) et un second flux partiel (24) au moins aussi important que le premier. Le premier flux partiel (23) est chauffé dans un premier échangeur de chaleur (28) traversé par le distillat d'eau (31) chaud à la sortie du système primaire et le second flux partiel (24) est chauffé dans un second échangeur de chaleur (38) traversé par les résidus (36) chauds évacués, à une température proche de la température d'ébullition dans le système primaire (13). Le rapport entre la quantité totale d'eau acheminée par unité de temps et la quantité de résidus par unité de temps, appelé facteur de concentration (CF), est défini de telle sorte qu'il soit supérieur à 1 et inférieur à 20 approximativement. Le procédé selon l'invention peut être mis en oeuvre pour le traitement thermique d'eaux usées et permet de produire un distillat d'eau de haute qualité exempt de bactéries tout en permettant de réduire plus ou moins la concentration des eaux usées à évaporer et d'économiser de l'énergie.
EP03763761A 2002-07-10 2003-07-09 Procede et systeme de traitement d'eaux usees chargees de matieres organiques et/ou inorganiques Withdrawn EP1521622A1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE20210672U DE20210672U1 (de) 2002-07-10 2002-07-10 Vorrichtung zum Aufbereiten von organisch und/oder anorganisch belastetem Abwasser
DE20210672U 2002-07-10
PCT/EP2003/007383 WO2004007046A1 (fr) 2002-07-10 2003-07-09 Procede et systeme de traitement d'eaux usees chargees de matieres organiques et/ou inorganiques

Publications (1)

Publication Number Publication Date
EP1521622A1 true EP1521622A1 (fr) 2005-04-13

Family

ID=29594691

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03763761A Withdrawn EP1521622A1 (fr) 2002-07-10 2003-07-09 Procede et systeme de traitement d'eaux usees chargees de matieres organiques et/ou inorganiques

Country Status (4)

Country Link
EP (1) EP1521622A1 (fr)
AU (1) AU2003250005A1 (fr)
DE (1) DE20210672U1 (fr)
WO (1) WO2004007046A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8048304B2 (en) * 2007-12-27 2011-11-01 Dynasep Llc Solvent extraction and recovery
DE102011055514A1 (de) * 2011-11-18 2013-05-23 Fariba Khandanian Verfahren zur Aufbereitung von wässrigen Lösungen
CN103041607A (zh) * 2012-12-19 2013-04-17 苏州工业园区姑苏科技有限公司 一种盐浴炉节能环保装置

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB164525A (en) * 1920-02-16 1921-06-16 Franco Merz Method of and arrangement for evaporation of liquids with the recovery of the vapours by condensation
FR1004181A (fr) * 1949-05-07 1952-03-26 Mercier Robert Maurice Dispositifs perfectionnés pour la destruction des mousses et écumes et leurs applications
US3951752A (en) * 1966-03-15 1976-04-20 Roller Paul S Method and apparatus for converting saline water to fresh water
GB1218952A (en) * 1967-04-21 1971-01-13 Grace W R & Co Treatment of saline water to inhibit scale formation
DE2600398C2 (de) * 1976-01-07 1985-01-10 Jakob Dr.-Ing. 8000 München Hoiß Verfahren und Vorrichtung zur Rohwasser-Destillation
JPS54118352A (en) * 1978-03-08 1979-09-13 Toshiba Corp Pipe-to-pipe plate welding of heat exchanger
FI68364C (fi) * 1983-09-28 1985-09-10 Finn Aqua Ltd Oy Foerfarande foer eliminering av temperaturvaexlingar hos en maarvaetska som skall destilleras
AT381646B (de) * 1983-12-16 1986-11-10 Oesterr Forsch Seibersdorf Verfahren und anordnung zur verringerung bzw. zerstoerung von auf zumindest einer in einem reaktor misch-, gaswasch-, destillations- oder verdampfungsprozessen unterworfenen verfahrensfluessigkeit sich bildendem schaum
WO1995006504A1 (fr) * 1993-08-30 1995-03-09 Kabushiki Kaisha Toshiba Procede et appareil de distillation sous pression reduite
US5332477A (en) * 1993-10-14 1994-07-26 Ethyl Corporation Method for reducing pressure drop in a packed column
DE4431546A1 (de) * 1994-09-05 1996-03-07 Jakob Dr Ing Hois Verfahren und Vorrichtung zum Entsalzen von Meerwasser
ID23815A (id) * 1997-01-14 2000-05-17 Aqua Pure Ventures Inc Proses distilasi dengan pengotoran yang berkurang

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2004007046A1 *

Also Published As

Publication number Publication date
DE20210672U1 (de) 2003-11-20
AU2003250005A1 (en) 2004-02-02
WO2004007046A1 (fr) 2004-01-22

Similar Documents

Publication Publication Date Title
EP0779829B1 (fr) Procede et dispositif de dessalement d'eau de mer
WO2007107548A1 (fr) Procédé et dispositif de production d'eau pure
DE102014217280A1 (de) Verfahren und Anordnung einer Dampfturbinenanlage in Kombination mit einer thermischen Wasseraufbereitung
DE2133807A1 (de) Verdampfungsverfahren und Vorrichtung zur Durchfuhrung des Verfahrens
DE69501897T2 (de) Methode und vorrichtung zur reinigung eines dampfes
CH624479A5 (fr)
EP3448813B1 (fr) Dispositif de dessalement d'eau de mer pour dessaler de l'eau de mer
DE1767207A1 (de) Destillationsanlage
DE3935892C2 (de) Verfahren und Vorrichtung zum Konzentrieren einer Schwefelsäure und Wasser enthaltenden Flüssigkeit
DE3828882A1 (de) Vorrichtung zur speisewasseraufbereitung fuer ein kraftwerk
DE102009007193A1 (de) Verfahren und Anordnung zum Reinigen salzhaltigen Wassers mittels heisser Abgase
DE2313713A1 (de) Kombinierter kondensor-entgaserdeaerator fuer eine entsalzungsanlage
DE2922348A1 (de) Meerwasser-entsalzungsanlage
CH655014A5 (de) Kuehlvorrichtung an mit einem kuehlmittel-zu- und -abfluss sowie einem vakuumanschluss ausgestatteten vakuum-destillierapparaten und verfahren zur durchfuehrung der destillationskuehlung.
WO2004007046A1 (fr) Procede et systeme de traitement d'eaux usees chargees de matieres organiques et/ou inorganiques
EP0508986B1 (fr) Procede d'epuration d'eaux residuaires chargees de matieres organiques
DE1517385A1 (de) Vorrichtung zum Verdampfen von Seewasser
DE2900342A1 (de) Verfahren zur kondensation eines dampfstromes einer leicht fluechtigen fluessigkeit und einrichtung zur durchfuehrung des verfahrens
DE3635707C2 (fr)
WO2004098744A1 (fr) Dispositif de distillation
DE19702430C2 (de) Verfahren und Vorrichtung zur Restdampf- und Brauchwasseraufbereitung einer Kalk-Sandstein-Härteanlage
DE102014112140B4 (de) Verfahren und eine Vorrichtung zur Aufbereitung von Abwasser aus Produktions- oder Arbeitsverfahren
DE3710927A1 (de) Verfahren und vorrichtung zum aufbereiten von duschwasser, insbesondere bei schwimmbaedern
EP0161289B1 (fr) Procede de traitement thermique de liquides respectivement de melanges de liquide et de matiere solide pour la concentration des composants du liquide et installation pour realiser ce procede
DE102021213638A1 (de) Wasseraufbereitungsanlage

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20050205

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL LT LV MK

DAX Request for extension of the european patent (deleted)
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20090203