KR20050048548A - Waste water tretment process from food waste filtrates - Google Patents
Waste water tretment process from food waste filtrates Download PDFInfo
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- KR20050048548A KR20050048548A KR1020050013836A KR20050013836A KR20050048548A KR 20050048548 A KR20050048548 A KR 20050048548A KR 1020050013836 A KR1020050013836 A KR 1020050013836A KR 20050013836 A KR20050013836 A KR 20050013836A KR 20050048548 A KR20050048548 A KR 20050048548A
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/30—Aerobic and anaerobic processes
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D61/00—Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
- B01D61/02—Reverse osmosis; Hyperfiltration ; Nanofiltration
- B01D61/025—Reverse osmosis; Hyperfiltration
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D61/00—Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
- B01D61/14—Ultrafiltration; Microfiltration
- B01D61/145—Ultrafiltration
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D65/00—Accessories or auxiliary operations, in general, for separation processes or apparatus using semi-permeable membranes
- B01D65/08—Prevention of membrane fouling or of concentration polarisation
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/24—Treatment of water, waste water, or sewage by flotation
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
- C02F1/441—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by reverse osmosis
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
- C02F1/444—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by ultrafiltration or microfiltration
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/12—Treatment of sludge; Devices therefor by de-watering, drying or thickening
- C02F11/121—Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering
- C02F11/123—Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering using belt or band filters
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/1205—Particular type of activated sludge processes
- C02F3/1215—Combinations of activated sludge treatment with precipitation, flocculation, coagulation and separation of phosphates
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Abstract
본 발명은 음식물쓰레기의 처리방법에 있어 건조 및 소각처리전 음식물쓰레기에서 발생되는 여액을 데칸타를 이용하여 고형분과 수분으로 분리하고 처리 여액을 생물학적처리와 분리막공법으로 처리하여 방류하는 방법이다. 기존의 음식물쓰레기 처리방법은 매립과 소각, 퇴비화 처리 방법등이 있으나 이 방법들은 침출수에 따른 2차 환경오염 문제와 처리비용의 경제성, 확실한 분리수거등의 문제점들이 있어 현재까지 계속되는 연구와 개선방법을 개발중에 있다. 본 발명은 건조, 소각공처리에 있어 음식물 쓰레기에서 탈수기 및 저장조에서의 중력 침강에 의하여 배출된 여액을 데칸타를 이용하여 고형분과 처리액으로 분리하고 이 공정에서 발생된 처리액은 생물학적처리 공정을 거쳐 분리막 공정으로 유입된다. 분리막 공정에서는 냄새와 색도 염분, 무기,유기 오염물질을 환경기준치 이하까지 제거하여 방류한다.The present invention is a method for treating food waste, which is separated from the filtrate generated from the food waste before drying and incineration treatment into solids and water using decanta, and treated by the biological treatment and separation membrane method to discharge the treated filtrate. Conventional food waste disposal methods include landfilling, incineration, and composting, but these methods have secondary environmental pollution problems due to leachate, economical cost of disposal, and reliable separate collection. It is under development. In the present invention, in the drying and incineration process, the filtrate discharged from food waste by gravity sedimentation in the dehydrator and storage tank is separated into solids and treatment liquid using decanta, and the treatment liquid generated in this process is a biological treatment process. After entering the membrane process. In the membrane process, odors, chromatic salts, inorganic and organic contaminants are removed and discharged to below environmental standards.
분리막공정에서는 처리수와 농축수로 나누어지게 되며, 처리수와 농축수의 비율은 1차 한외여과막에서는 9(생산수):1(농축수)로 분리되고 2차 역삼투압막에서는 4(생산수):1(농축수)로 분리된다. 처리수는 방류하고 농축수와 데칸타에서 발생된 고형분은 건조기로 보내져 건조 처리된다. In the membrane process, it is divided into treated water and concentrated water, and the ratio of treated water and concentrated water is separated into 9 (production water): 1 (concentrated water) in the primary ultrafiltration membrane and 4 (production water) in the secondary reverse osmosis membrane. ): 1 (concentrated water). The treated water is discharged and the solids from the concentrate and decanta are sent to the dryer for drying.
본 발명에서는 위와같이 건조, 소각처리전 음식물쓰레기에서 발생되는 여액을 데칸타를 이용하여 고형분을 분리하고 처리 여액을 생물학적 처리와 분리막을 이용하여 처리하고 분리막에서 발생된 농축수와 데칸타에서 발생된 고형분은 건조기로 보내져 건조처리되는 공정을 특징으로하는 방법이다. 특히 분리막공정 전단에 규조토 프리코트필터를 설치함으로써 분리막의 수명을 연장하는 것을 특징으로 하고 있다.In the present invention, as described above, the filtrate generated from the food waste before drying and incineration is separated into solids using decanter, and the treated filtrate is treated using biological treatment and separation membrane and is generated from the concentrated water and decanta generated from the separation membrane. Solid content is a method characterized by being sent to a dryer and dried. In particular, by installing a diatomaceous earth precoat filter in front of the separation membrane process is characterized by extending the life of the membrane.
Description
기존의 음식물쓰레기 처리 기술은 매립과 소각, 퇴비 및 사료화, 해양투기 등의 처리방식이 가장 대표적인 기술이다. 매립은 현재 침출수로 인한 2차 환경오염 때문에 매립지로의 음식물 쓰레기 반입이 중단된 상태이며. 소각처리 방식은 음식물 쓰레기 발열량이 낮고 수분이 많아 보조 연소 장치가 필요함으로 경제성이 매우 떨어진다. 퇴비화 처리방법은 철저한 분리수거가 이루어져야 한다는 전제하에 처리가 가능하다. 이와같은 이유로 대규모 급식소나 대형음식점에서 배출되는 음식물 쓰레기만 처리되고 있다. 사료화 처리 기술은 과다한 염분량과 가축 사료로서의 영양분균형, 수거 및 운반에서의 악취 및 수거인력의 작업기피등 때문에 일부에서만 시행되고 있다. 해양투기의 경우 현재 각 지자체에서 많이 시행하고 있는 방식으로 수거된 음식물 쓰레기를 정부에서 지정한 해양에 투기하는 방식이다. 이는 국제사회 및 환경단체의 반발로 인하여 계속적인 처리는 불가능 하다.Conventional food waste treatment technologies include landfilling, incineration, composting and feed, and ocean dumping. Landfilling is currently suspended from bringing food waste into landfills due to secondary environmental pollution from leachate. Incineration method is very economical because the food waste calorific value is low and there is a lot of moisture is required for the auxiliary combustion device. Composting methods can be handled on the premise that thorough segregation should be carried out. For this reason, only food waste from large catering establishments and large restaurants is processed. Fodder treatment techniques have only been implemented in part because of excessive salt content and nutrient balances in livestock feed, odors in harvesting and transport, and work evasion of harvesting personnel. In the case of dumping at sea, dumping of food waste collected by the local government is carried out on the sea designated by the government. This is not possible due to the backlash of the international community and environmental groups.
위와같이 각 처리기술마다 문제점들을 안고 있으며, 위의 기술에서 발생되는 문제점들은 근본적인 해결이 어렵기 때문에 정부에서는 음식물 쓰레기의 발생량을 줄이는데 중점을 두고 있으나 현격한 감소세는 나타나지 않고 있다.As mentioned above, there are problems in each treatment technology, and the problems caused by the above technologies are difficult to fundamentally solve, so the government focuses on reducing the amount of food waste, but there is no significant decrease.
본 발명에서는 음식물 쓰레기를 건조, 소각 처리하는 공법 중 출수공정 및 저장시 중력 침강에 의해 발생된 여액을 데칸타를 이용하여 2차 고액분리를 실시하고, 다음공정에서는 미생물에 의한 생물학적 처리를 실시함으로써 분리막 공정에서 처리하기 어려운 알코올 및 휘발성 유기물을 분해하여 분리막공정으로 이송 시킨다. 생물학적 처리공정을 거쳐 분리막공정 유입된 여액은 1차 한외여과막처리와 2차 역삼투압막처리를 거처 오염물질이 환경기준치 이하로 처리되어 방류된다. 각 분리막공정에서는 여액 원수가 처리수와 농축수로 분리된다. 분리막은 분리막면을 경계로하여 막면의 미세구조를 통과한 처리수와 통과히지 못하는 농축수로 분리된다. 본 발명에서는 1차 한외여과막에서의 처리수와 농축수의 비율은 9:1로 나누어 지고, 2차 역삼투압막에서의 처리수와 농축수의 비율은 4:1로 나누어진다. 1차 한외여과막공정과 2차 역삼투압막 공정에서 발생된 농축수와 데칸타에서 발생된 고형분은 건조기로 보내져 건조 처리된다.In the present invention, in the process of drying and incineration of food waste, the filtrate generated by gravity sedimentation during the extraction and storage process is subjected to secondary solid-liquid separation using decanta, and in the next step by biological treatment by microorganisms Alcohol and volatile organic substances that are difficult to process in the membrane process are decomposed and transferred to the membrane process. The filtrate introduced into the membrane process through the biological treatment process is subjected to the first ultrafiltration membrane treatment and the second reverse osmosis membrane treatment, and the contaminants are discharged after being treated below the environmental standard value. In each membrane process, the filtrate is separated into treated and concentrated water. The separator is separated into treated water that passes through the microstructure of the membrane surface and concentrated water that cannot pass through the membrane surface. In the present invention, the ratio of the treated water and the concentrated water in the primary ultrafiltration membrane is divided into 9: 1, and the ratio of the treated water and the concentrated water in the secondary reverse osmosis membrane is divided into 4: 1. The concentrated water from the first ultrafiltration membrane process and the second reverse osmosis membrane process and the solids from the decanter are sent to a dryer for drying.
구체적인 처리과정은 음식물쓰레기에서 분리된 여액은 초고속 원심운동을 하는 데칸타로 보내져 여액에 함유된 고형분을 분리하고 생물학적 처리공정으로 보내진다. 이과정에서 발생된 고형분은 건조기로 이송되어 건조처리 된다. 생물학적 처리공정에서는 무산소조와 폭기조를 이용하여 혐기성미생물과 호기성미생물에 의하여 분리막에서 제거하기 어려운 알코올 및 휘발성 유기물을 분해한다. 생물학적처리 공정을 거친 여액은 1차 한외여과막공정으로 유입된다. 1차 한외여과막공정에서는 분자량이 큰 유기오염물질과 고형분을 제거하고 처리수는 2차 역삼투압막으로 유입된다. In the specific process, the filtrate separated from the food waste is sent to decanta, which is subjected to ultra-high centrifugal motion, to separate the solids contained in the filtrate and sent to the biological treatment process. Solids generated in this process are transferred to a dryer and dried. In the biological treatment process, anaerobic and aerobic tanks are used to decompose alcohol and volatile organic substances which are difficult to remove from the membrane by anaerobic and aerobic microorganisms. The filtrate, which has undergone biological treatment, is introduced into the first ultrafiltration membrane process. In the first ultrafiltration membrane process, organic pollutants and solids having high molecular weight are removed, and the treated water flows into the second reverse osmosis membrane.
본 발명에 사용되는 한외여과막의 모듈은 관형모듈을 사용한다. 관형 모듈은 처리유량은 작으나 내구성이 일반 모듈보다 좋고 막힘현상이 적다는 특징을 가지고 있다.The ultrafiltration membrane module used in the present invention uses a tubular module. Tubular module has the characteristics of small flow rate but durability and less clogging than general module.
역삼투압막으로 유입된 침출수는 냄새와 색도, 염분이 완벽하게 제거되며 무기, 유기오염물질이 97%이상 제거된다. 역삼투압막을 거친 처리수는 색도와 냄새가 없으모, 무기, 유기오염물질 거의 존재하는 않은 깨끗한 처리수가 생산된다. 표1에서는 각 공정에서 발생하는 처리수의 수질을 나타내고 있다. 이렇게 생산된 처리수는 방류되고 농축수는 음식물쓰레기 건조기로 보내져 처리된다. Leachate flowed into the reverse osmosis membrane completely removes odor, color and salt, and more than 97% of inorganic and organic pollutants are removed. The treated water after the reverse osmosis membrane has no color and odor, and produces clean treated water which is almost free of inorganic and organic pollutants. Table 1 shows the water quality of the treated water generated in each process . The water thus produced is discharged and the concentrated water is sent to a food waste dryer for disposal.
(표1)Table 1
1 : 집수조1: sump tank
2 : 데칸타2: decanta
3 : 가압부상조3: pressurization
4 : 무산소조4: anaerobic tank
5 : 폭기조5: aeration tank
6 : 침전조6: settling tank
7 : 침전처리수 유량조정조7: settling water flow adjusting tank
8 : 규조토 프리코트필터8 diatomaceous earth precoat filter
9 : 1차 한외여과막9: 1st ultrafiltration membrane
10 : 벨트프레스10: Belt press
11 : 한외여과막 처리수 유량조정조11: Ultrafiltration membrane treated water flow adjusting tank
12 : 2차 역삼투압막12: secondary reverse osmosis membrane
13 : 마이크로필터13: micro filter
14 : 루츠브로워14: Rootsbrower
15 : 한외여과막 공급펌프15: ultrafiltration membrane supply pump
16 : 역삼투압막 공급펌프16: reverse osmosis membrane supply pump
17 : 역삼투압막 가압펌프17: reverse osmosis membrane pressure pump
18 : 벨트프레스 약품저장조18: Belt press chemical storage tank
19 : 벨트프레스 약품공급펌프19: belt press chemical supply pump
20 : 침전조 슬러지 이송펌프20: sedimentation tank sludge transfer pump
21 : 데칸타 약품저장조21: Decanta Chemical Storage Tank
22 : 데칸타 약품공급펌프22: Decanta chemical supply pump
본 발명의 구성은 음식물쓰레기에서 분리된 여액은 1번 집수조에 저장된다. 여액은 집수조 내부에 설치된 공급펌프에 의하여 2번 데칸타로 이송된다. 2번 데칸타에서는 21번에 저장된 응집제가 22번 펌프에 의하여 공급되고 여액중에 함유된 고형분은 응집제에 의하여 응집된 후 원심력에 여애과 고형분으로 분리되 배출된다 분리된 고형분은 건조기로 이송되어 처리되고 여액은 3번 가압부상조로 이송된다. 3번 가압부상조에서는 압축공기를 불어넣어 기포와 함께 데칸타에서 제거하지 못한 고형분을 제거한다. 제거된 고형분은 1번 집수조로 이송되고 여액은 4번 무산소조로 이송된다. 4번 무산소조에서는 협기성 미생물에 의하여 고농도 유기물이 분해된다. 처리된 여액은 5번 폭기조로 이송된다. 5번 폭기조에서는 협기성 미생물에 의하여 분해되지 못한 고농도 유기물을 호기성 미생물에 의하여 분해한다. 처리된 여액은 6번 침전조로 이송된다. 6번 침전조에서는 혐기성 호기성 미생물에 의하여 처리된 여액의 고형물질을 중력침강에 의하여 분리하여 침강된 슬러지는 20번 슬러지 이송펌프에 의하여 10번 벨트프레스로 이송된다. 10번 벨트프레스에서는 18번 저장조에 저장된 응집제를 19번 약품이송펌프에 의하여 공급받은 후 응집제에 의하여 응집된 슬러지는 외부로 배출하고 처리여액은 집수조로 보낸다. 6번 침전조에서 분리된 상등수 처리 여액은 7번 유량조정조로 보내진다. 7번 유량조정조에서는 15번 한외여과막 공급펌프의 의하여 공급되는 여액의 유량을 조장한다. 15번 한외여과막 공급펌프에 의하여 공급된 여액은 8번 규조토 프리코트필터러 유입된다. 8번 규조토 프리코트필터에서는 필터엘레먼트에 규조토를 코팅시켜 미세 고형분과 여액중에 함유된 지방성분을 제거한다. 처리된 여액은 9번 한외여과막으로 이송된다. 9번 한외여과막에서는 극초입자성 물질과 고분자량의 유기물을 제거한다. 처리 후 분리된 농축수는 건조기로 보내져 건조처리 된다. 처리수는 11번 역삼투압 유량조정조로 이송한다. 11번 역삼투압 유량조정조에서는 16번 역삼투압 공급펌프에 의해 공급되는 유량을 조정한다. 16번 역삼투압 공급펌프에 의하여 공급된 처리 여액은 13번 마이크로필터로 이송된다. 13번 마이크로필터에서는 외부에서 입입될 수 있는 고형물질을 제거한다. 처리된 여액은 17번 가압펌프에 의하여 12번 역삼투압막으로 이송된다. 17번 가압펌프는 역삼투압막에서 필요한 삼투압 이상의 압력을 유지시켜 준다. 12번 역삼투압막에서는 저분자량의 유기물과 무기물, 염분, 색도, 냄새를 97% 이상 제거한다. 이렇게 제거된 처리수는 환경 방류 기준치 이하로 처리되므로 방류조를 통하여 방류된다. 12번 역삼투압에서 분리된 농축수는 건조기로 이송되어 건조처리된다.In the configuration of the present invention, the filtrate separated from the food waste is stored in the first collecting tank. The filtrate is transferred to Decanta No. 2 by a feed pump installed inside the sump. In Decanta No. 2, the coagulant stored in No. 21 is supplied by the No. 22 pump, and the solid content contained in the filtrate is agglomerated by the coagulant, and then discharged into filtrate and solids by centrifugal force. The separated solid is transferred to the dryer for processing. The filtrate is transferred to a pressurization tank three times. In pressurized tank 3, compressed air is blown to remove bubbles and solids that could not be removed from the decanter. The removed solids are transferred to water tank 1 and the filtrate is transferred to anoxic tank 4. In anoxic tank 4, high concentrations of organic matter are decomposed by aerobic microorganisms. The treated filtrate is transferred to aeration tank 5. In the aeration tank 5, a high concentration of organic matter which is not degraded by aerobic microorganisms is decomposed by aerobic microorganisms. The treated filtrate is transferred to settling tank six. In No. 6 sedimentation tank, the solids of filtrate treated by anaerobic aerobic microorganism are separated by gravity sedimentation, and the sedimented sludge is transferred to No. 10 belt press by the No. 20 sludge transfer pump. In belt press 10, the coagulant stored in the reservoir 18 is supplied by the 19th chemical transfer pump, and the sludge aggregated by the coagulant is discharged to the outside, and the treated filtrate is sent to the sump. The supernatant treated filtrate separated from the settling tank 6 is sent to the seventh adjusting tank. The No. 7 flow adjustment tank promotes the flow of the filtrate supplied by the No. 15 ultrafiltration membrane feed pump. The filtrate supplied by No. 15 ultrafiltration membrane feed pump is introduced into No. 8 diatomaceous earth precoat filter. In the diatomite precoat filter No. 8, diatomaceous earth is coated on the filter element to remove fine solids and fatty components contained in the filtrate. The treated filtrate is transferred to ultrafiltration membrane 9 times. Ultrafiltration membrane 9 removes ultra-fine particulate matter and high molecular weight organic matter. After treatment, the concentrated water is sent to a dryer for drying. The treated water is sent to No. 11 reverse osmosis flow control tank. The 11 reverse osmosis flow regulating tank adjusts the flow rate supplied by the 16 reverse osmosis feed pump. The treatment filtrate supplied by the No. 16 reverse osmosis feed pump is transferred to No. 13 microfilter. Microfilter 13 removes solids that can enter the outside. The treated filtrate is transferred to reverse osmosis membrane 12 by means of a pressure pump 17. Pressurized pump 17 maintains the pressure beyond the osmotic pressure necessary for the reverse osmosis membrane. Reverse osmosis membrane 12 removes more than 97% of low molecular weight organic and inorganic materials, salts, colors and odors. The treated water thus removed is discharged through the discharge tank because it is treated at or below the environmental discharge standard. The concentrated water separated at 12 reverse osmosis is sent to a dryer for drying.
본 발명의 효과는 현재 사용되고 있는 건조, 소각처리에 의한 음식물쓰레기 처리공법에서 발생되는 가장 큰 문제점인 분리 여액을 초고속 원심분기인 데칸타를 이용하여 고형분을 제거한 후 생물학적처리와 분리막처리를 함으로써 연속적이고 안정된 수질을 얻을 수 있다. 또한 일반 분리막설비의 경우 농축수를 2차처리해야하는 어려움이 있으나 본 발명에서는 음식물쓰레기를 감량하는 건조기를 이용하여 농축수를 건조 처리함으로써 분리막의 담점인 농축수 발생 문제를 해결하였다.The effect of the present invention is continuous by removing the solids by using decanta, a high speed centrifugal separator, which is the biggest problem generated in the food waste treatment method by currently used dry and incineration treatment, and then performing biological treatment and membrane treatment. A stable water quality can be obtained. In addition, in the case of a general membrane facility, there is a difficulty in secondary treatment of concentrated water, but in the present invention, the concentrated water is dried by using a dryer to reduce food waste, thereby solving the problem of generating concentrated water, which is a cloud point of the membrane.
분리막의 경우 한여과막 모듈을 평막 혹은 중공사를 사용하지 않고 관형 모듈을 사용함으로써 음식물쓰레기에 함유된 단백질, 지방, 탄수화물등 고농도 유기물에 의한 막의 막힘현상을 현격히 감소시켰다. 또한 분리막공정 전단에 규조토 프리코트필터를 설치함으로써 1차 한외여과막에서 받을 오염부하량을 감소시켜 한외여과막의 수명을 연장 시켰다.In the case of the membrane, the membrane module was used without the use of flat membrane or hollow fiber, which significantly reduced the blockage of membrane caused by high concentration of organic substances such as protein, fat and carbohydrate in food waste. In addition, by installing diatomaceous earth precoat filter in front of the membrane process, the pollution load to be received in the primary ultrafiltration membrane was reduced to extend the life of the ultrafiltration membrane.
도1은 본발명의 처리공정과 처리장치를 나타내는 도면이다.1 is a view showing a treatment process and a treatment apparatus of the present invention.
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ES2300179A1 (en) * | 2006-04-03 | 2008-06-01 | C.P. Srl Control Of Pollution | System for treatment of waste of food industry, includes obtaining concentrated brine with suitable characteristics for reutilization of waste for use in agriculture as organic amendment |
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ES2300179A1 (en) * | 2006-04-03 | 2008-06-01 | C.P. Srl Control Of Pollution | System for treatment of waste of food industry, includes obtaining concentrated brine with suitable characteristics for reutilization of waste for use in agriculture as organic amendment |
CN102399026A (en) * | 2010-09-07 | 2012-04-04 | 鞍钢股份有限公司 | Combined technology for treatment and recycle of production sewage |
CN103723881A (en) * | 2012-10-15 | 2014-04-16 | 鲁骎 | Sewage treatment system with composite biological diatomite filter basin and rural sewage treatment method adopting system |
CN102963973A (en) * | 2012-12-10 | 2013-03-13 | 同济大学 | Method for purifying raw water by using biologically-enhanced diatomite-dynamic membrane ultrafiltration-supported separation process |
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CN103864217B (en) * | 2014-03-25 | 2015-09-09 | 长安大学 | A kind of multifunctional membrane aeration artificial marsh sewage treatment system |
CN107651811A (en) * | 2017-10-05 | 2018-02-02 | 毛强平 | A kind of municipal wastewater handling process and device |
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