• 제목/요약/키워드: Industrial wastewater treatment

검색결과 492건 처리시간 0.027초

가죽, 모피 가공 및 제조업 폐수처리시설의 경제성 평가 (Economical Assessment of Wastewater Treatment Facilities in Leather Tanning and Finishing Industry)

  • 김재훈;양형재;권오상;이성종
    • 한국물환경학회지
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    • 제23권1호
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    • pp.131-137
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    • 2007
  • Industrial wastewater management guideline and evaluation model of Best Available Technologies for the leather tanning and finishing industry was developed as an economical evaluation model using evaluation of BAT including economical evaluation combined with cost analysis model and cost annualization model in considering of economical factors and non-water environmental factors. It was verified that approximately 10% will be increased annually to modify conventional treatment process ($3,700m^3/d$) of J leather wastewater treatment plant to advanced process of K leather wastewater treatment plant.

전기 응집법을 이용한 염색 폐수의 처리에서 전류 밀도와 전해질의 COD 제거율에 대한 영향 (Effects of Current Density and Electrolyte on COD Removal Efficiency in Dyeing Wastewater Treatment by using Electro-coagulation)

  • 장성호;김고은;강정희;류재용;이원기;이재용;박진식
    • 한국폐기물자원순환학회지
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    • 제35권7호
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    • pp.653-659
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    • 2018
  • In the industrial wastewater that occupies a large proportion of river pollution, the wastewater generated in textile, leather, and plating industries is hardly decomposable. Though dyeing wastewater has generally been treated using chemical and biological methods, its characteristics cause treatment efficiencies such as chemical oxygen demand (COD) and suspended solids (SS) to be reduced only in the activated sludge method. Currently, advanced oxidation technology for the treatment of dyeing wastewater is being developed worldwide. Electro-coagulation is highly adapted to industrial wastewater treatment because it has a high removal efficiency and a short processing time regardless of the biodegradable nature of the contaminant. In this study, the effects of the current density and the electrolyte condition on the COD removal efficiency in dyeing wastewater treatment by using electro-coagulation were tested with an aluminum anode and a stainless steel cathode. The results are as follows: (1) When the current density was adjusted to $20A/m^2$, $40A/m^2$, and $60A/m^2$ under the condition without electrolyte, the COD removal efficiency at 60 min was 62.3%, 72.3%, and 81.0%, respectively. (2) The removal efficiency with NaCl addition was 7.9% higher on average than that with non-addition at all current densities. (3) The removal efficiency with $Na_2SO_4$ addition was 4.7% higher on average than that with non-addition at all current densities.

광산화시스템을 이용한 염색폐수의 유기물 처리효율 및 잔류미생물의 독성 평가 (Organic Removal Efficiency and Toxicity Evaluation of Persistent Microorganism from Dye Wastewater Treatment using a Photooxidation system)

  • 정호준;이동석
    • 산업기술연구
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    • 제29권A호
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    • pp.83-88
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    • 2009
  • The removal efficiency of organic compounds and the toxicity evaluation of microorganism have been studied in dye wastewater treatment using $UV/TiO_2$ and $UV/H_2O_2$ photooxidation system. Sample waters tested in this work were raw dye wastewater and dye wastewater treated in $UV/TiO_2$ and $UV/H_2O_2$ photooxidation system respectively. Total organic carbon(TOC) removal rate was 50% in $UV/TiO_2$ process and 80% in $UV/H_2O_2$ process. It has been investigated with colony counting agar method and paper disk method whether the type of treatment process has affected the microorganism growth. In the raw wastewater, more than four types of microorganisms have survived. But, little of microorganisms were alive at TOC removal rate of 50% in $UV/TiO_2$ system. In contrast to that, two types of microorganisms were found at TOC removal rate of 80% in $UV/H_2O_2$ system.

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여수석유화학산단 산업폐수 재이용을 위한 블로우 다운 (Blow Down)수 발생현황 조사 (Quantitative and Qualitative Assessment of Blow Down Wastewater from Yeosu Industrial Complex)

  • 권태옥;문일식
    • 한국물환경학회지
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    • 제21권3호
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    • pp.289-296
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    • 2005
  • Purpose of this research is to quantitatively and qualitatively investigate the blow down wastewater produced from Yeosu Industrial Complex. Approximately, 38,325,000 tons/year of wastewater is produced, processed and finally discharged. Six representative companies, namely, A, B, C, D, E, F were chosen for this study. Each company produce over 5,000 tons/day of wastewater. In total, 6,844 tons/day of blow down water is produced from these six companies, put together. However, companies A and C produce about 24% and 37% of blow down water, respectively. It was found that the blow down water had favorable qualities, except for its high conductivity, ranging from 230 to $1,700{\mu}s/cm$. It was evident that, this water can be suitable for reuse, for industrial purposes, if a suitable treatment, for example, RO membrane process is adopted to remove high conductivity.

MBT 폐수의 생분해성 평가 (Evaluation on the Biodegradability of the MBT Wastewater)

  • 임지영;박정환;김진한
    • 한국산학기술학회논문지
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    • 제17권3호
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    • pp.86-92
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    • 2016
  • 본 연구는 가황촉진제 제조공정에서 발생되는 MBT 폐수의 생물학적 처리가능성을 평가하였다. MBT 폐수는 미생물 활동을 저하시키기 때문에 생물학적으로 처리가 불가능하였지만, 7일의 순응기간을 거쳐 약 10%의 COD가 제거되었다. MBT 폐수의 화학적 전처리를 위한 최적조건은 pH 3.5, 2시간동안 교반 후 $Fe^{3+}$를 주입하여 펜톤산화를 한 경우였다. 또한, 펜톤처리 된 MBT 폐수를 제지폐수와 혼합하여 활성슬러지공정에서 처리했을 경우 MBT 폐수의 COD가 약 20% 제거되었다.

오염부하량 및 유하거리가 인공습지에 의한 폐수처리 효율에 미치는 영향 (Effect of Pollutant Loading and Flow Distance to Wastewater Treatment Efficiency in the Constructed Wetland System)

  • 김형중;김선주;윤춘경
    • 한국농공학회지
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    • 제39권5호
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    • pp.97-108
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    • 1997
  • Natural wastewater treatment systems using the constructed wetland system were evaluated for the wastewater from the industrial complex in rural areas. For the treatment of wastewater from the industrial complex in rural area, a pilot plant of the constructed wetland system was installed at Baeksuk agri-industrial complex in ChunahnCity, Chunchungnam-Do. The experiment with this pilot plants was performed for 1996 and 1997. Results of the study were summarized as follows. For the BOD and COD, when the pollutant loading of them was about 1 3.8g/$m^2$. day (the concentration was l24.0mg/${\ell}$) arid 24.4g/$m^2$.day(the concentration was 220.Omg/${\ell}$), the removal rate of them was high, 90.2% and 93.4%, respectively. For the SS, the effluent concentration was consistently lower than the water quality standard even though the influent concentration varied significantly, which showed that SS was removed by the system effectively which consist of soil and plants. For the T-N and T-P, when the influent pollutant loading of them were moderately high, 2.8g/$m^2$.day to 7.4g/$m^2$. day(concentration 25.0mg/${\ell}$ to 49.7mg/${\ell}$) for T-N and 1.0g/$m^2$.day to 2.6g /$m^2$.day(concentration 8.6mg/${\ell}$ to 14.7mg/${\ell}$) for T-P, the removal rate of them were 86.5% and 94.0%, respectively. The removal rate by the flow distance increased rapidly in the first 4m from the inlet zone, and gradually there after. The width of system was 2m. Overall, the result showed that constructed wetland system is a feasible alternative for the treatment of wastewater from industrial complex in rural areas. Compared to existing systems, this system is quite competitive because it requires low capital cost, almost no energy and maintenance, and therefore, very cost effective.

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공단폐수슬러지의 토양중 화학적 특성 변화 (Changes of Chemical Characteristics of the Industrial Wastewater Sludge in Soil)

  • 이흥재;조주식;허종수
    • 한국환경과학회지
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    • 제5권4호
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    • pp.525-533
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    • 1996
  • Chemical characteristics of the industrial wastewater sludge, degradation of the sludge in soil and CO2 generation and changes of nitrogen in soil treated with the sludge were investigated. The results obtained were summarized as follows: 1. Degradation rate of the sludge in soil was 26% at natural temperature, and 33% at incubation temperature at 12 weeks after treatment. 2. T-C, T-N and the C/N ratio of sludge in soil was 16.0%, 0.63% and 26, respectively, at natural temperature, and 15.0%, 0, 65% and 23, respectively, at incubation temperature at 12 weeks after treatment. 3, Camulative CO2 generation in soil treated with l%, 3% and 5% of sludge was 284, 440 and 512 mg/100 g, respectively, at natural temperature, and 440, 558 g and 654 mg/100g, respectively, at incubation temperature at 12 weeks after treatment. 4, Changes of :norganic nitrogen in soil treated with l%, 3% and 5% of sludge were 7.8, 12.8 and 16.3 mg/100g, respectively, at incubation temperature at 12 weeks after treatment. Mineralization ratio of organic nitrogen in soil treated with 1%, 3% and 5% of sludge was 10.7%, 13.6% and 15.2%, respectively, at incubation temperature at 12 weeks after treatment. 5. Chanties of pH in soil treated with 1%, 3% and 5% of Industrial wastewater sludge were in the range of 6.7~7, 5 at natural temperature, and 6.1~7.9 at incubation temperature at 12 weeks after treatment.

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감마선 처리가 섬유와 안료폐수의 생물독성에 미치는 영향 (Effect of Gamma-ray Treatment on Toxicity of Textile and Pigment Wastewaters)

  • 김은애;조훈제;박은주;김효진;김정규;정진호
    • 한국물환경학회지
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    • 제22권1호
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    • pp.145-149
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    • 2006
  • Textile and pigment wastewater samples collected from an industrial complex showed toxic effect on Daphnia magna. For textile wastewater, 48 h acute toxicity of effluent was not detected while toxic unit (TU) of influent was 1.79. The toxicity of influent was completely disappeared by gamma-ray treatment at 10 kGy or by suspended solids (SS) removal. In case of pigment wastewater, both influent and effluent were toxic to D. magna though the effluent satisfied current water quality standards. Gamma-ray treatment had little effect on the toxicity reduction of pigment wastewater since the toxicity was mainly caused by metal ions, in particular, Cr(VI). This work suggests the bioassay technique for monitoring adverse effects of wastewater should be introduced, and also shows the usefulness of gamma-rays as an advanced treatment technique for textile wastewater.

열전달 모델을 이용한 폐수처리공정의 온도 예측 (Temperature Prediction for the Wastewater Treatment Process using Heat Transfer Model)

  • 노승백
    • 한국산학기술학회논문지
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    • 제15권3호
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    • pp.1795-1800
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    • 2014
  • 본 논문은 생물학적 활성오니 폐수처리공정의 열전달 모델식을 제시하여 공정의 온도를 예측하였다. 열전달 모델은 폐수처리공정에 들어오고 나가는 모든 열을 고려하였다. 공정에 들어오는 열은 태양 복사열과 포기조 impeller의 기계적 에너지의 변환열, 포기조 내의 생화학 반응열이다. 공정에서 나가는 열은 폐수 자체의 복사열, 포기작용에 의한 증발열과 포기조 표면으로 나가는 전도열, 바람에 의한 대류열, 포기조와 지표면과의 전도열을 고려하였다. 들어오고 나가는 모든 열은 기존의 열전달 경험식을 적용하였다. 적용된 경험식으로 폐수처리장 공정의 열전달 모델식을 제시하였다. 모델식으로 실제 폐수처리공정의 온도를 예측하였으며, 모델식 예측치와 실제값이 $1.0^{\circ}C$ 이내로 일치하였다.

첨단 전자산업 폐수처리시설의 Water Digital Twin(I): e-ASM 모델 개발과 Digital Simulation 구현 (Water Digital Twin for High-tech Electronics Industrial Wastewater Treatment System (I): e-ASM Development and Digital Simulation Implementation)

  • 심예림;이나희;정찬혁;허성구;김상윤;남기전;유창규
    • 청정기술
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    • 제28권1호
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    • pp.63-78
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    • 2022
  • 첨단 전자산업 폐수 처리시설에서 발생되는 유기 폐수는 고농도의 유기물질 및 20가지 이상의 유독 난분해성 물질을 포함하고 있으며, 이를 효율적으로 처리하는 것은 첨단 전자산업의 당면 과제이다. 따라서, 첨단 전자산업 유기폐수 처리시설을 CPS (Cyber physical system)상 Water digital twin으로 구축하여 COD (Chemical Oxygen Demand), TN (Total Nitrogen), TP (Total Phosphorous) 및 TMAH (Tetramethylammonium hydroxide) 등 유기 오염물질의 제거 효율 평가가 가능한 전자산업 폐수 특화 모델 개발이 필요하다. 본 연구에서는 첨단전자산업 유기폐수 제거 메커니즘에 대한 분해 미생물의 성장과 사멸의 이론적인 반응속도식에 기반한 첨단 전자산업 폐수 특화 활성슬러지 모델(Electronics industrial wastewater activated sludge model, e-ASM)을 개발하였다. 개발한 e-ASM은 전자산업 폐수처리공정에서 발생하는 유기물 산화, 질산화, 및 탈질화 과정뿐만 아니라 TMAH 등 난분해성 유기물질의 분해과정 중 발생하는 질산화미생물의 저해(Inhibition) 작용 등 복잡한 생물학적 분해 메커니즘이 모사 가능하다. 이를 활용하여 실제 전자산업 유기폐수 처리시설을 Water Digital Twin으로 구현하여 CPS (Cyber physical system) 상에서 전자산업 폐수처리장에 폐수 유입 성상에 따라 공정 모델링, 유출수 예측, 공법 선정, 설계 효율 평가 등 다양한 목적으로 활용될 수 있다.