KR100219854B1 - Method for treating waste water - Google Patents

Method for treating waste water Download PDF

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KR100219854B1
KR100219854B1 KR1019970027700A KR19970027700A KR100219854B1 KR 100219854 B1 KR100219854 B1 KR 100219854B1 KR 1019970027700 A KR1019970027700 A KR 1019970027700A KR 19970027700 A KR19970027700 A KR 19970027700A KR 100219854 B1 KR100219854 B1 KR 100219854B1
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wastewater
present
treatment
organic
dye
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KR1019970027700A
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KR19990003750A (en
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김동길
김시석
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김홍준
주식회사이스트웰
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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
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/281Treatment of water, waste water, or sewage by sorption using inorganic sorbents
    • 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
    • C02F1/44Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
    • C02F1/442Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by nanofiltration
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
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  • Inorganic Chemistry (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

1. 청구범위에 기재된 발명이 속한 기술분야1. TECHNICAL FIELD OF THE INVENTION

본 발명은 고농도의 유기폐수인 염색폐수를 처리하는 방법에 관한 것이다.The present invention relates to a method for treating dyed wastewater, which is a high concentration of organic wastewater.

2. 발명이 해결하고자 하는 기술적 과제2. Technical problem to be solved by the invention

본 발명은 색도제거가 어려운 염료제조공정에서의 발생 폐수 및 염색처리 공정으로부터 발생하는 폐수등과 같이 COD가 2,000

Figure kpo00001
8,000ppm이고, 염분농도가 30,000
Figure kpo00002
50,000ppm인 고농도폐수의 폐수처리공정을 최단시간으로 처리하면서 높은 처리효율을 얻고, 또 슬럿지의 량을 최소화하는 방법을 제공하는데 있다.The present invention has a COD of 2,000, such as wastewater generated from a dye production process that is difficult to remove color and wastewater generated from a dyeing process.
Figure kpo00001
8,000 ppm, salinity 30,000
Figure kpo00002
It is to provide a method for obtaining high treatment efficiency and minimizing sludge while treating the wastewater treatment process of high concentration wastewater of 50,000 ppm in the shortest time.

3. 발명의 해결방법의 요지3. Summary of Solution to Invention

본 발명에서는 "폐수를 흡착성 여과기인 규조토여과기(11)를 통과시켜 미세한 부유물질 입자 및 유기물질 등을 제거하는 공정을 거치게 하여 흡착성물질을 분리하고, 분리수를 나노필터레이션 막이 설치되어 있는 막분리기(13)를 통과시켜 유기물질 및 무기이온을 다량 함유하는 농축수와 유기물질 및 무기이온이 제거된 처리수로 분리한 다음 필요한 처리공정을 거치도록 함"으로서 상기의 문제점을 해결할 수 있다.In the present invention, "a wastewater is passed through the diatomaceous earth filter 11, which is an adsorptive filter, to remove fine suspended matter particles and organic substances, and the like is separated from the adsorbent material, and the membrane separator is provided with a nanofiltration membrane. 13) to separate the concentrated water containing a large amount of organic materials and inorganic ions and the treated water from which the organic materials and inorganic ions are removed, and then go through the necessary treatment process "to solve the above problems.

4. 발명의 중요한 용도4. Important uses of the invention

본 발명은 염료의 제조공정 및 염색공정의 폐수를 처리하기 위한 것이다.The present invention is to treat the wastewater of the manufacturing process and dyeing process of the dye.

Description

염색폐수의 처리방법Treatment method of dye wastewater

본 발명은 염료 및 염색공장으로부터 배출되는 폐수를 처리하는 방법에 관한 것으로 좀더 상세하게는 염료생산공장 또는 염색처리공장에서 발생되는 고농도 유기물을 함유하는 폐수를 처리하는 방법에 관한 것이다.The present invention relates to a method for treating wastewater discharged from dyes and dyeing plants, and more particularly, to a method for treating wastewater containing high concentrations of organic substances generated in a dye production plant or a dyeing plant.

일반적으로 염료제조공정에서 발생되는 폐수 및 염색처리공정에서 발생되는 고농도의 유기물 함유폐수를 처리하는 데에는 여러 단계의 물리적처리, 화학적처리 및 생물학적처리를 하여야 하므로 넓은 설치장소 및 많은 설치비용을 필요로 하게 된다.In general, the treatment of wastewater from dye production process and high concentration of organic wastewater from dyeing process requires several steps of physical treatment, chemical treatment and biological treatment. do.

또한, 염료제조공정 및 염색처리공정으로부터 발생하는 폐수는 일반 폐수에 비하여 높은 염분농도를 갖게 되므로 생물학적처리의 과정에서 미생물의 활동이 활발하지 못하여 장기간의 처리기간이 요구될 뿐만 아니라, 다량의 희석수를 사용하여야 하는 문제점이 있고, 희석수를 사용하지 않는 경우에는 삼투압현상으로 인하여 소망의 효과를 얻을 수가 없었다.In addition, the wastewater generated from the dye manufacturing process and the dyeing process has a higher salinity than the general wastewater, and thus, microbial activity is not active in the biological treatment process, requiring a long period of treatment and a large amount of dilution water. There is a problem that should be used, if the dilution water is not used due to the osmotic phenomenon could not achieve the desired effect.

제1도는 상기와 같은 문제점을 내포하는 종래의 처리법에 관한 계통도를 도시한 것이다.FIG. 1 shows a schematic diagram of a conventional treatment method involving the above problems.

제1도에 도시된 바와 같은 종래의 처리 계통도를 살펴보면, 염료의 제조공정 또는 염색처리공정으로부터 발생하는 고농도의 유기폐수를 집수조(1)에서 일정시간동안 저장하여 1차적으로 발생되는 침전물 등의 고형분을 분리하고, 고형분이 제거된 폐수를 화학처리조(2)로 이동시켜 공침제 및/또는 pH조절제 등을 첨가하여 교반혼합시킨 후, 여과 또는 침전의 방법에 의한 분리조(3)으로 이동시켜 슬럿지를 분리하여 분리된 슬럿지의 일부는 반송시켜 다시 공침제의 보조역할을 할 수 있도록 하고 나머지의 슬럿지는 폐기하며, 분리여액은 호기성반응조(4) 및 혐기성반응조(5)에서 미생물처리를 거친 후 발생되는 미생물슬럿지는 폐기 또는 반송처리하고 미생물처리가 끝난 폐수는 방류하는 구조를 하고 있다.Looking at the conventional treatment flow diagram as shown in Figure 1, the high concentration of organic wastewater generated from the dye manufacturing process or dyeing treatment process stored in the water collecting tank (1) for a certain period of time, such as solids such as sediment generated first The wastewater from which the solids were removed was moved to the chemical treatment tank (2), stirred and mixed by adding a co-precipitation agent and / or a pH adjusting agent, and then moved to the separation tank (3) by filtration or precipitation. After separating the sludge, part of the separated sludge is returned to serve as an auxiliary co-precipitation again, and the remaining sludge is discarded, and the separated filtrate is subjected to microbial treatment in aerobic reactor (4) and anaerobic reactor (5). The generated microbial sludge is disposed or returned to treatment, and the microbial wastewater is discharged.

상기와 같은 시스템으로 되어 있는 처리방법은 앞에서 이미 설명한 바와 같이 고도한 염분농도에 의하여 호기성반응조(4) 및 혐기성반응조(5)에서의 미생물의 활동이 둔화되기 때문에 처리하는데 많은 시간이 소요될 뿐만 아니라, 방류수에 있어서도 높은 염분농도를 갖는 폐수가 방류되는 문제점과 많은 량의 희석수를 필요로 하게 된다.As described above, the treatment method having the above system not only takes a lot of time to process because the activity of the microorganisms in the aerobic reaction tank 4 and the anaerobic reaction tank 5 is slowed by the high salt concentration, Even in the discharged water, wastewater having a high salt concentration is discharged and a large amount of dilution water is required.

본 발명은 색도제거가 어려운 염료제조공정에서의 발생 폐수 및 염색처리 공정으로부터 발생하는 폐수등과 같이 COD가 2,000

Figure kpo00004
8,000ppm이고, 염분농도가 30,000
Figure kpo00005
50,000ppm인 고농도폐수의 폐수처리공정을 최단시간으로 처리하면서 높은 처리효율을 얻고, 또 슬럿지의 량을 최소화하는 방법을 제공하는데 있다.The present invention has a COD of 2,000, such as wastewater generated from a dye production process that is difficult to remove color and wastewater generated from a dyeing process.
Figure kpo00004
8,000 ppm, salinity 30,000
Figure kpo00005
It is to provide a method for obtaining high treatment efficiency and minimizing sludge while treating the wastewater treatment process of high concentration wastewater of 50,000 ppm in the shortest time.

제1도는 염색폐수를 처리하기 위한 종래의 처리 계통도.1 is a conventional treatment flow diagram for treating dyed wastewater.

제2도는 본 발명에서의 처리 계통도.2 is a process flow diagram in the present invention.

제3도는 나노필터레이션시스템 막분리기의 설명도.3 is an explanatory diagram of a nanofiltration system membrane separator.

제4도는 본 발명을 이용한 염색폐수 처리의 일실시예에 대한 계통도.Figure 4 is a flow diagram for one embodiment of dyeing wastewater treatment using the present invention.

* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings

1 : 집수조 2 : 화학처리조1: collection tank 2: chemical treatment tank

3 : 침전분리조 4 : 호기성반응조3: sedimentation separation tank 4: aerobic reaction tank

5 : 혐기성반응조 11 : 규조토여과기5: anaerobic reactor 11: diatomaceous earth filter

12,14,19 : 저장조 13 : 나노필터레이션시스템12,14,19: reservoir 13: nanofiltration system

131 : 분리막 132 : 농축수관131: separator 132: concentrated water pipe

133 : 농축액저장조 134 : 처리수관133: concentrated liquid storage tank 134: treated water pipe

15 : 화학반응조 16 : 농축조15: chemical reaction tank 16: concentration tank

17 : 압착기 20 : 분리조17: presser 20: separation tank

22 : 역삼투나노필터레이션시스템 P,P' : 펌프22: Reverse Osmosis Nanofiltration System P, P ': Pump

본 발명은 제2도에 도시된 바와 같은 처리계통도에 따라 화학적처리 등의 공정 이전에 물리적인 방법에 의하여 처리를 하는 것으로 도면에 의하여 설명하면 다음과 같은 것이다.According to the present invention, the present invention will be described by the physical method prior to the process such as chemical treatment according to the processing system diagram as shown in FIG. 2 as follows.

집수조(1)에 저장되어 있는 염료제조공정폐수 또는 염색폐수(이하 "염색폐수"라 한다.)를 흡착성 여과기인 규조토여과기(11)를 통과시켜 미세한 부유물질 및 유기물질 등을 제거하는 공정을 거치게 하여 흡착성물질을 분리하고, 분리수를 저장조(12)에 저장한 다음 나노필터가 설치되어 나노필터레이션시스템(13)를 통과시켜 탈염한 후, 탈염에 의하여 발생된 농축액은 건조기에 의한 건조처리공정을 거쳐 건조하여 염분을 제조하여 재사용하거나, 화학적처리를 하여 염분 및 슬럿지를 제거하고 남은 여액은 처음의 집수조로 반송한다.The dye manufacturing process wastewater or dye wastewater (hereinafter referred to as "dye wastewater") stored in the collection tank 1 is passed through a diatomaceous earth filter 11 which is an adsorptive filter to remove fine suspended matter and organic matter. After separating the adsorptive material, and storing the separated water in the storage tank 12, the nano-filter is installed and passed through the nano-filtration system 13 to desalting, the concentrated liquid generated by the desalination is dried by a drying process After drying, salt is produced and reused, or chemical treatment is performed to remove salt and sludge, and the remaining filtrate is returned to the first collection tank.

나노필터레이션시스템(13)에 의하여 탈염된 탈염액은 방류, 재사용 또는 화학적처리 및 생물학적처리를 거친 후, 방류하거나 또는 저장조에 저장하였다가 역삼투압 처리공정을 거쳐 정수처리하여 염색공정의 공업용수로 재사용한다.The desalted solution desalted by the nanofiltration system 13 is discharged, reused, or chemically treated and biologically treated, and then discharged or stored in a storage tank, and then treated with reverse osmosis to purify the water into industrial water for dyeing. Reuse

본 발명에서 사용되는 규조토여과기(11)는 일반적인 규조토를 1200℃의 고열로 금속처리하여 10

Figure kpo00006
20배 이상의 용적을 갖도록 팽창시켜 물에 분사시킨 다음 적당한 여과기에 규조토막을 형성시킨 것으로 경우에 따라서는 다수개를 직렬로 설치하여 사용될 수도 있는 것으로 고열의 금속처리에 의하여 다수의 기공이 형성되어 흡착성이 뛰어날 뿐만 아니라, 이온교환능력을 보유하여 부유물 등의 미세입자의 분리에 주로 이용되는 것이다.Diatomaceous earth filter (11) used in the present invention is a general diatomaceous earth metal treatment at a high temperature of 1200 ℃ 10
Figure kpo00006
It is expanded to have a volume of 20 times or more and sprayed into water, and a diatomaceous earth membrane is formed in a suitable filter. In some cases, a plurality of pores may be installed in series. In addition to having excellent ion exchange ability, it is mainly used for the separation of fine particles such as suspended solids.

막분리기는 목적하는 분자량의 용질은 막을 투과하지 못하도록 배제하고 목적하는 분자량 이하의 용질만을 투과시키는 고분자 중합체로 된 멤브레인을 갖는 것으로 나노필터레이션(nanofiltration)와 울트라필터레이션(ultrafiltration) 또는 역삼투막(reverse Osmosis) 등이 있다.Membrane separators have membranes made of polymer polymers that exclude solutes of the desired molecular weight from permeating the membrane and allow only solutes of less than the desired molecular weight to pass through. ).

역삼투막은 배재분자량이 50정도의 것으로 무기물인 염화나트륨(NaCl)도 막을 투과하지 못하도록 설계된 것이고, 울트라필터레이션막은 배재분자량이 수천 이상으로 설계된 것으로 저분자량의 유기물 및 염이 통과되는 것이다.Reverse osmosis membranes have an excretion molecular weight of about 50 and are designed to prevent inorganic sodium chloride (NaCl) from permeating the membrane, and ultrafiltration membranes are designed with an excretion molecular weight of thousands or more to pass low-molecular-weight organic substances and salts.

이에 반하여 나노필터레이션은 울트라필터레이션막 보다는 비교적 작고, 역삼투막보다는 비교적 큰 분자량을 배제하는 것이며, 해수의 담수화, 염색폐수의 탈색, 금속을 함유한 폐수의 처리, 역삼투막의 대용으로 사용하기 위한 목적으로 개발된 것으로, 해수로부터 황산염의 제거 등 다양하게 이용되고 있는 것으로, 그 종류에 있어서도 배제분자량이 200, 400, 700으로 나뉘어지며, 또한, pH, 온도범위 및 유기용제 사용을 위한 재질등 그 용도에 따라 다양한 종류로 되어 있고 대부분은 고분자 중합체의 필름으로 되어 있으나, 분자량 크기에 의한 배제와 멤브레인 사이에 정전기적 상호작용에 의한 이온의 배제 2가지 원리에 의하여 배제된다.On the other hand, nanofiltration is relatively smaller than ultrafiltration membrane and excludes relatively large molecular weight than reverse osmosis membrane, and is used for desalination of seawater, discoloration of dye wastewater, treatment of wastewater containing metal, and replacement of reverse osmosis membrane. It has been developed and used in various ways, such as the removal of sulfate from seawater, and the exclusion molecular weight is divided into 200, 400, and 700 in its kind, and also used for its application such as pH, temperature range and materials for using organic solvents. There are various types and most of them are films of high molecular polymers, but are excluded by two principles: exclusion by molecular weight size and exclusion of ions by electrostatic interaction between membranes.

염용액중에 녹아 있는 용질의 배제를 결정하는 것은 음이온의 반발작용에 의하는 것으로 배제의 강도는 멤브레인에 의한 반발작용이 증가되기 때문에 음이온의 원자가의 증가에 따라 증가하며, 양이온은 전기적으로 중성이 되어야 하는 관계로 음이온과 같은 크기로 배제되나, 양이온의 원자가의 증가에 따라 감소하고, 또 수화작용도 영향을 미치게 된다.The determination of the exclusion of the solute dissolved in the salt solution is based on the reaction of the anion. The strength of the exclusion increases with the increase of the valence of the anion because the reaction by the membrane increases, and the cation must be electrically neutral. However, the same size as the anion is excluded, but decreases with the increase in the valence of the cation, and also affects the hydration.

예를 들면, 황산이온(SO4 -2)의 배제는 염소이온(Cl-)의 배제보다 상당히 더 높고, 염화칼슘(CaCl2)보다는 염화나트륨(NaCl)의 배제가 더 높으며, 질산나트륨(NaNO3)의 배제는 염화나트륨(NaCl)보다 수용액에서 더 잘 수화되기 때문에 더 낮게 되는 것이다.For example, the exclusion of sulfate ions (SO 4 -2 ) is considerably higher than the exclusion of chlorine ions (Cl ), higher exclusion of sodium chloride (NaCl) than calcium chloride (CaCl 2 ), and sodium nitrate (NaNO 3 ). Is excluded because it is more hydrated in aqueous solution than sodium chloride (NaCl).

제3도는 나노필터레이션시스템의 기능을 설명하기 위한 도면으로 원수(W)는 나노필터레이션시스템(13)으로 유입되어 분자량의 유기물 및 무기이온들은 분리막(131)을 투과하지 못하고 농축수관(132)로 유출되어 농축액저장조(133)에 저장되거나, 최초 단계인 집수조(1)로 피이드백되고, 분리막(131)을 통과한 처리수는 처리수관(134)을 통하여 방류되거나, 화학처리공정 또는 생물학적 처리공정으로 이송되는 것이다.FIG. 3 is a view for explaining the function of the nanofiltration system. Raw water (W) flows into the nanofiltration system 13 so that organic matter and inorganic ions having a molecular weight do not penetrate the membrane 131, and the concentrated water pipe 132 Treated water is discharged into the concentrated solution storage tank 133, or fed back to the first collection tank (1), and the treated water passed through the separation membrane 131 is discharged through the treated water pipe 134, or a chemical treatment process or biological treatment Transferred to the process.

이때, 농축수와 처리수와의 수량조절은 농축수관(132)와 처리수관(134)의 압력비율에 의하여 설정되는 것으로 처리수관(134)의 압력보다 농축수관(132)의 압력을 높게 설정하여 주면 처리수관(134)을 통과하여 배출되는 처리수의 오염농도는 높아지게 되고 반대로 처리수관(134)의 압력을 농축수관(132)의 압력보다 낮게 설정하여 주면 처리수의 오염농도는 낮아지게 되는 것이다.At this time, the quantity control of the concentrated water and the treated water is set by the pressure ratio of the concentrated water pipe 132 and the treated water pipe 134 to set the pressure of the concentrated water pipe 132 higher than the pressure of the treated water pipe 134. The pollution concentration of the treated water discharged through the main surface treated water pipe 134 is increased and conversely, the pollution concentration of the treated water is decreased by setting the pressure of the treated water pipe 134 lower than the pressure of the concentrated water pipe 132. .

[실시예 1 내지 9][Examples 1 to 9]

제2도에 도시된 바와 같은 규조토여과기와 나노필터레이션으로 구성된 장치를 이용하여 폐수의 유입량을 100으로 할 때 농축수의 량을 40으로 하고 생성수의 량을 60으로 하여 염료제조공정에서 발생하는 폐수의 pH를 6

Figure kpo00007
8의 범위가 되도록 조정하여 인입압력 30kg/cm3로 하여 각기 다른 9가지의 폐수를 통과시킨 결과 하기의 표 1과 같은 결과를 얻었다.When the inflow of wastewater is 100 using a device composed of diatomaceous earth filter and nanofiltration as shown in FIG. 2, the amount of concentrated water is 40 and the amount of generated water is 60. Wastewater pH 6
Figure kpo00007
Nine different kinds of wastewater were passed through the inlet pressure 30kg / cm 3 to adjust the range of 8 to obtain a result as shown in Table 1 below.

Figure kpo00008
Figure kpo00008

상기의 표 1로부터 파악될 수 있는 바와 같이 원폐수의 COD는 실시예 8의 최저 1,980ppm으로부터 실시예 3의 최고 4,680ppm을 나타내고 있으나, 처리수의 COD를 살펴보면, 실시예 1의 최저 20ppm으로부터 실시예 5의 최고 64ppm을 나타내고 있는 바와 같이 COD가 현저하게 낮아지고 있어 이를 화학적 처리 또는 생물학적 처리를 하는데 어려움을 덜 수 있을 뿐만 아니라, 필요한 경우 역삼투여과 또는 나노필터레이션에 의한 재처리를 하여 공업용수로 재사용할 수 있고, 농축수의 경우는 COD가 현저하게 높아져 있고, 염분농도에 있어서도 다소 높아지는 하였으나 농축수량이 현저하게 작으므로 이를 별도 처리함으로써 폐수처리의 비용 등을 현저하게 절감할 수 있게 되는 것이다.As can be seen from Table 1 above, the COD of the raw wastewater ranges from the lowest of 1,980ppm of Example 8 to the highest of 4,680ppm of Example 3, but from the lowest of 20ppm of Example 1, the COD of the treated water is examined. As the maximum 64 ppm of Example 5 is shown, the COD is considerably lowered, which can reduce the difficulty of chemical or biological treatment, and if necessary, reprocess by reverse osmosis or nanofiltration into industrial water. It can be reused, and in the case of concentrated water, the COD is significantly higher and the salt concentration is slightly higher, but the amount of concentrated water is remarkably small, so that it is possible to significantly reduce the cost of wastewater treatment and the like.

따라서 본 발명은 제4도에 도시되어 있는 바와 같은 처리공정에 따라 폐수의 처리를 임의로 선택하여 운전할 수 있는 장점이 있다.Therefore, the present invention has the advantage that it is possible to arbitrarily select and operate the treatment of wastewater according to the treatment process as shown in FIG.

제4도는 본 발명을 이용한 일실시예를 나타낸 처리 계통도로서, 도시된 도면과 같이 이용될 수 있는 것으로 도면에 의하여 설명하면 다음과 같다.4 is a process flow diagram showing an embodiment using the present invention, which can be used as shown in the drawings.

집수조(1)로 인입된 폐수는 일정시간동안 대기하면서 침전물과 부유물질을 함유하는 폐수로 분리되고, 폐수는 펌프(P)의 작용에 의하여 규조토여과기(11)을 통과하면서, 일부의 유기물질과 부유물질은 규조토에 흡착되고 저장조(12)로 모여 임시저장되었다가 또 다른 펌프(P')의 작용에 의해 나노필터레이션시스템(13)의 내부로 진입하여 분리막(131)을 통과한 처리수는 처리수관(134)를 통하여 저장조(19)에 저장되었다가 재처리가 필요한 경우에는 역삼투막분리기(22)를 통과시켜 처리수는 재사용하고 농축수는 저장조(14)로 보내어 처리하거나, 호기성조(4), 혐기성조(5)로 보내어 미생물처리를 거친 다음 분리조(20)에서 침전물과 방류수로 분리하여 침전물은 집수조(1)로부터 분리된 침전물과 함께 압착기(17)로 압착하고 포장하여 폐기하며, 방류수는 그대로 방류하거나, 필요에 따라 역삼투막 분리기(22)로 보내어 재차분리하여 재사용한다.Wastewater introduced into the sump (1) is separated into wastewater containing sediment and suspended matter while waiting for a predetermined time, and the wastewater passes through the diatomaceous earth filter (11) by the action of a pump (P), The suspended solids are adsorbed on the diatomaceous earth and collected in the storage tank 12 to be temporarily stored. Then, the treated water entering the interior of the nanofiltration system 13 by the action of another pump P 'and passing through the separator 131 is If it is stored in the storage tank 19 through the treated water pipe 134 and needs to be reprocessed, it is passed through the reverse osmosis membrane separator 22 to reuse the treated water and the concentrated water is sent to the storage tank 14 for treatment or aerobic tank 4 ), After being sent to the anaerobic tank (5) and subjected to microbial treatment, separated into sediment and effluent in the separation tank (20), the sediment is compressed and packed with a compactor (17) together with the sediment separated from the collection tank (1), Effluent is intact Acids, or sent to reverse osmosis membrane separator 22 as needed, and reused again separated.

또한, 나노필터레이션시스템(13)에 의하여 유기물 및 무기물을 다량 함유하는 농축수는 농축수관(132)를 통하여 집수조(1)로 반송되거나 저장조(14)에 저장되었다가 화학반응조(15)에서 약품처리된 후 농축조(16)으로 보내져 농축 및 건조된 후 포장되어 폐기될 수 있다.In addition, the concentrated water containing a large amount of organic and inorganic substances by the nano-filtration system 13 is returned to the collection tank (1) or stored in the storage tank (14) through the concentrated water pipe (132), the chemical in the chemical reaction tank (15) After being processed, it may be sent to the concentration tank 16, concentrated and dried, and then packaged and discarded.

상기 제4도에서 미설명부호 18은 건조기이며 21은 포장기를 의미한다.In FIG. 4, reference numeral 18 denotes a dryer and 21 denotes a packaging machine.

제4도에 도시된 계통도 이외의 다른 구성에도 적용할 수 있는 본 발명의 처리방법에 의하면 실제 폐기하여야만 하는 폐기물의 량이 현저하게 감소되어 수질오염의 방지에 지대한 효과를 갖는 것이다.According to the treatment method of the present invention that can be applied to other configurations other than the system diagram shown in FIG.

상기에서 살펴본 바와 같은 본 발명은 물리적 방법으로 여과장치를 거쳐 일부의 유기물과 부유물질을 제거한 후, 나노필터레이션에 의한 막분리를 함으로서 기존의 화학적처리, 생물학적처리를 통하여 얻어진 처리수와는 비교가 안될 정도로 COD 및 염분농도 등을 조절할 수 있고, 원하는 농도의 처리수가 얻어지는 경우에는 처리수 그 자체를 그대로 방류하거나, 염색용 또는 염료제조용의 공업용수로 재사용할 수 있고, 농축수는 그 처리량이 감소하게 되므로 처리비용이 절감되는 등의 효과가 있는 것이다.As described above, the present invention removes some organic matter and suspended solids through a filtration device by a physical method, and compares the treated water obtained through conventional chemical treatment and biological treatment by membrane separation by nanofiltration. COD and salinity can be adjusted to an unreasonable degree, and when treated water of desired concentration is obtained, the treated water itself can be discharged as it is, or reused as industrial water for dyeing or dye production, and the concentrated water is reduced in throughput. It will have the effect of reducing the processing cost.

Claims (1)

염료제조공정폐수 또는 염색폐수를 처리하는 방법에 있어서, 폐수를 흡착성 여과기인 규조토여과기(11)를 통과시켜 미세한 부유물질 입자 및 유기물질 등을 제거하는 공정을 거치게 하여 흡착성물질을 분리하고, 분리수를 나노필터레이션 막이 설치되어 있는 막분리기(13)를 통과시켜 유기물질 및 무기이온을 다량 함유하는 농축수와 유기물질 및 무기이온이 제거된 처리수로 분리한 다음 막분리기(13)로부터 배출되는 농축수는 피이드백시켜 재순환시키고, 처리수를 재차 화학적처리 또는 생물학적처리를 행하는 것을 특징으로 하는 염료제조공정 및 염색폐수를 처리하는 방법.In the dye manufacturing process, the wastewater or the dyeing wastewater is treated, and the wastewater is passed through a diatomaceous earth filter 11, which is an adsorptive filter, to remove fine suspended matter particles and organic substances, and the like. Passed through the membrane separator 13 in which the nanofiltration membrane is installed, and separated into concentrated water containing a large amount of organic and inorganic ions and treated water from which the organic and inorganic ions are removed, and then concentrated from the membrane separator 13. The dye is fed back and recycled, and the treated water is subjected to a chemical treatment or a biological treatment again.
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CN105174354A (en) * 2015-10-12 2015-12-23 南阳师范学院 Method for removing dye from wastewater by means of edible fungus waste
KR20240091490A (en) 2022-12-14 2024-06-21 고려대학교 세종산학협력단 Membrane for selective separation of cationic dye and salt mixture and the manufacturing method thereof

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JPS56115603A (en) * 1980-02-16 1981-09-10 Kobe Steel Ltd Pretreatment for reverse osmotic process

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JPS56115603A (en) * 1980-02-16 1981-09-10 Kobe Steel Ltd Pretreatment for reverse osmotic process

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CN105174354A (en) * 2015-10-12 2015-12-23 南阳师范学院 Method for removing dye from wastewater by means of edible fungus waste
KR20240091490A (en) 2022-12-14 2024-06-21 고려대학교 세종산학협력단 Membrane for selective separation of cationic dye and salt mixture and the manufacturing method thereof

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