새롭게 제조된 납석기반 세라믹 멤브레인의 기본성능을 관찰하였다. 실규모 하수처리 membrane bioreactor (MBR) 미생물 고농도 현탁액을(MLSS : 약 6 g/L) 처리하는 납석기반 멤브레인 파울링 현상을 서로 다른 공기 폭기량과 막 간격에 대해 관찰하였다. 공극크기가 약 1.0 μm인 비코팅 납석기반 세라믹 멤브레인 지지체의 순수투과도의 경우 약 1100 L/m2⋅hr⋅bar로 측정되었으나 알루미나로 코팅된 납석기반 세라믹 멤브레인은 공극크기의 감소로(0.3 μm) 순수 투과도는 두 배가량 감소하였다. 실규모 MBR 미생물 현탁액을 적용한 침지식 여과실험에서 납석 기반 세라믹 멤브레인 지지체의 경 우 투과플럭스 20 LMH에서 공기폭기량을 증가시켰을 때 파울링은 감소하였다. 그러나 공기폭기가 파울링에 미치는 영향은 막간 간격에 상당히 의존하였다. 일정한 공기폭기 유량에서 막간간격의 증가는 파울링을 감소시켰으나 막간 간격을 3.5에서 5.4 cm로 증가시켰을 때 파울링 속도는 오히려 증가하였다. 알루미나 용액으로 표면코팅된 납석기반 지지체의 경우 유사한 결과가 관찰되었으나 파울링 속도는 코팅층이 없는 지지체에 비해 상대적으로 낮았다. 표면코팅에 상관없이 납석기반 지지체 와 멤브레인의 경우 거의 완벽한 SS 제거효율을 나타내었다. 또한 납석 지지체 알루미나 표면코팅은 PEG (분자량 8,000 kDa)을 적용하였을 시 멤브레인의 유기물 배제율을 향상시켰다.

This study was conducted to suggest the cause analysis and mitigation measures of foaming generated in the effluent of wastewater treatment plant. The foam generated in the outlet connected with the tidal river system was identified as structural problems. And the main cause of foaming was air entrainment by an impinging jet and the internal accumulation by the diffusion barrier. In consideration of these conditions, it present the effective ways such as micro-screen and submerged outlet, to mitigate the foaming generated in the water channel and outlet end.

본 연구에서는 경기도 안산 도금폐수 처리시설에서 총 4 개 시료를 대상으로 국내 생태독성시험 표준 생물 종인 D. magna와 국내서식 종 E. agilis를 이용한 생태독성을 수행 하였다. 시료에 대한 독성원인물질 탐색은 D. magna 급성 독성시험법을 이용하여 1) 시료 내 개별 중금속 농도와 시 료의 독성영향과의 상관분석, 2) 원인물질탐색 실험 (단계적 pH, SS, 중금속, 산화제 Test), 3) 중금속 목적물질에 대한 독 성영향 농도와 시료 내 목적물질의 농도와의 비교 등을 통 해 평가하였다. 도금폐수 시료에 대한 E. agilis 시험법의 적 용 가능성 평가는 E. agilis 실시간 생태독성 모니터링장비 (E-Tox 시스템)를 이용하여 수행하였다. D. magna 시험 결 과, 시료의 독성원인물질군은 부유물질 (SS), 산화제 그리고 중금속으로 예측되었으며 개별 중금속 원인물질은 Cu, Hg, Ag로 판단되었다. E. agilis는 D. magna에 비해 독성 민감도 는 높지 않으나 D. magna에 독성영향을 나타내는 도금폐수 시료에 신속하고 민감하게 반응하였다. 본 연구의 결과 D. magna를 이용한 단계별 독성원인물질 탐색평가과정은 생 태독성기준을 초과하는 도금폐수 시료에 대한 독성 원인물 질을 파악하는데 효과적으로 나타났다. 또한 E-agilis 시험은 향후 도금폐수의 수질을 실시간으로 모니터링 하는데 적용 가능 할 것으로 판단된다.

Novel processable sulfur copolymer (poly(S-r-CEA)) was synthesized via facile inverse vulcanization of elemental sulfur with 2-carboxyethyl acrylate (CEA). This polysulfide was electrospun producing sulfur-rich nanofiber and tested for heavy metal sequestration. Adsorption experiments show very high and efficient Hg2+ adsorption. This work extends the novelty of inverse vulcanization chemistry by developing method for preparation of material based on inverse vulcanized polysulfide. Consequently, a new and cheap yet effective material was prepared for heavy metal sequestration from contaminated water. This work was supported by Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Science, ICT and Future Planning (2015R1A2A1A15055407) and by the Ministry of Education (No. 2009-0093816).

Single-staged anaerobic fluidized ceramic membrane bioreactor (AFCMBR) was operated at 25oC for the treatment of low-strength synthetic wastewater with chemical oxygen demand averaging 260 mg/L. Tubular ceramic membrane consisting of aluminun dioxide (Al2O3) with 0.5 μm pore size was used. Overall COD removal was achieved as 87-95% with effluent COD concentration of 15-30 mg/L at hydraulic retention time (HRT) ranging from 1 to 3 hr depending upon permeate flux. Maintenance cleaning with NaOCl solution improved GAC scouring to reduce biofouling effectively, which allowed TMP less than 0.15 bar at 20 L/m2.hr. Energy required to operate the AFCMBR was reduced to 0.038 Kwh/m3 at 17 L/m2.hr, which was about 17% of the electrical energy converted by methane produced by AFCMBR.

Disinfection of microorganisms using UV light is widely used in the field of water supply and wastewater treatment plant, In spite of high germicidal effect and relatively clean by-product, UV disinfection has fundamental defeat that is accumulation of fouling materials at the interface of water and lamp sleeve. Non-contact type of UV photoreactor which can avoid this fouling generation was developed and the experimental performance evaluation of the system was carried out in this study. Log inactivation rate of E. coli was selected as a disinfection index. The concentration of E. coli of second clarifier effluent was 8.2×101 - 8.2×103 colony per mL and was well inactivated by the non-contact type of UV photoreactor. Under the UV intensity condition of 2.1 - 2.5mW/cm2, E. coli removal rate was observed in the range of 54 - 95% when the HRT was increased from 10 to 52 seconds. Experimental results showed that log inactivation of E. coli was proportional to UV dosage and 200mJ/cm2 of UV dose is expected for the 2.0 log inactivation of E. coli from the second clarifier effluent. Between the two parameters of UV intensity and contact time which are consist of UV dose, UV intensity was 4 times more effective than contact time.s

The metal plating industry produces a large amount of wastewater generally containing heavy metals with various chemical compounds; as such, treating the wastewater is both an environmental and an economic challenge. A vacuum evaporation system has been developed to effectively reduce the volume of plating wastewater. However, the gas stream discharged from the distillation unit of the evaporator is often contaminated with high concentrations of odorous compounds such as ammonia and dimethyl disulfide (DMDS). In this study, a non-thermal plasma process operated in wet conditions was applied to remove the odorous compounds, and it showed high removal efficiencies of greater than 99% for ammonia and 95% for DMDS. However, the gas flowrate more substantially affected the efficiency of ammonia removal than the efficiency of DMDS removal, because the higher the gas flowrate, the shorter the contact time between the odorous compound and the mist particles in the wet plasma reactor. The analyses of the maximum removal capacity indicated that the wet non-thermal plasma system was effective for treating the odorous compounds at a loading rate of less than 20 mg/m3/min even though the lowest amount of electrical power was applied. Therefore, the wet-type non-thermal plasma system is expected alleviate to effectively abate the odor problem of the vacuum evaporator used in the treatment of plating wastewater.

This study was performed to evaluate the alternative improvement plans for removal efficiency of plating wastewater treatment processes with high concentrations of heavy metals and total nitrogen in the influent. The average removal efficiency rates of the existing wastewater treatment plant were 58% of CODcr, 74% of CODmn, 78% of TN, 99% of TP, respectively. However, the concentration of SS (about 250 mg/L) was over the emission standard (120 mg/L). TN and Cu2+ concentrations were over the emission standard; about 62 mg/L and 5.2 mg/L, respectively. Carbon source quantity, fed into the anoxic tank of the biological wastewater treatment process, was controled by calculating the optimum required COD amount for denitrification. The removal efficiency rates of Zn2+, Cu2+, and Ni2+ were achieved using an electrolysis reactor 89%, 89%, and 99%, respectively. Therefore, it was recommended to modify the existing wastewater treatment process including the chemical precipitation to the electrolysis reactor as an efficient and environmentally effective alternative.

The purpose of this study is to develop a scrubber wastewater cleaning system to improve the efficiency of odor reduction. We evaluated the changes in scrubber wastewater quality and odor reduction efficiencies before and after applying the pilot system. We determined that it was possible to extend the replacement cycle by two times or more considering the turbidity change and organic removal efficiency. Butyraldehyde, a major odor-causing substances in the exhaust gas of the target facility, is soluble in water. As a result, the odor reduction efficiency was improved by removing the butyraldehyde in the scrubber wastewater. Economically, it is possible to save about 12 million won per year. Thus, it is necessary to keep scrubber wastewater clean in order to improve the deodorization efficiency and reduce the cost of disposal.

Developing two process models to simulate wastewater treatment process is needed to draw a comparison between measured BOD data and estimated process model data: a mathematical model based on the process mass-balance and an ANN (artificial neural network) model. Those two types of simulator can fit well in terms of effluent BOD data, which models are formulated based on the distinctive five parameters: influent flow rate, effluent flow rate, influent BOD concentration, biomass concentration, and returned sludge percentage. The structuralized mass-balance model and ANN modeI with seasonal periods can estimate data set more precisely, and changing optimization algorithm for the penalty could be a useful option to tune up the process behavior estimations. An complex model such as ANN model coupled with mass-balance equation will be required to simulate process dynamics more accurately.

This study developed an up-flow wetland providing either an eco-friendly follow-up process of medium-sized public treatment facility for livestock manure or a non-point source pollution controller near livestock farms. The four bench-scale up-flow wetlands were operated with four different bed media sets. The removal efficiencies of the wetland effluent for CODCr, TN, TP, SS were 35.2 %, 29.5 %, 31.2 % and 52.2 % for set 1(Blank, without reed, with bio-ceramic), 40.6 %, 43.4 %, 42.2 % and 55.4 % for set 2(with bio-reed&without bio-ceramic), 45.2 %, 48.7 %, 46.6 % and 66.3 % for set 3(with bio-reed&bio-ceramic), 32.9 %, 27.3 %, 29.3 % and 54.1 % for Set 4(with reed&bio ceramic), respectively. The set 3 condition having a mixture of bio-reed and bio-ceramic showed the highest efficiency in the bench-scale evaluation. This study suggests a mixture of bio-reed and bio-ceramic as suitable bed media in the construction of artificial wetlands near livestock farms. Soils including the bed media were monitored during the evaluation for trace elements. Soil analysis results were satisfied with the Korean Soil Contamination Standard. This study showed that the up-flow constructed wetland was feasible to treat the effluent livestock wastewater treatment facility.

저농도 합성폐수를 처리하는 membrane bioreactor (MBR) 시스템에서 공기폭기와 PET (polyethertaraphtalate) 입상메디아 혼합사용이 멤브레인 파울링과 처리효율에 미치는 영향을 관찰하였다. 일정한 공기폭기유량과 투과플럭스로 실험한 결과, PET 메디아를 첨가 시 메디아를 첨가하지 않은 경우보다 낮은 파울링 속도가 관찰되었다. MBR 반응기에서 입상 메디아에 의한 파울링 감소효과는 중공사막 모듈에 비해 평막 모듈이 더욱 효과적이었다. 공기폭기와 함께 멤브레인 표면을 따라 움직이는 입상 메디아의 접근성과 접촉성이 중공사막보다 효과적이었던 것으로 사료된다. MBR 적용에 있어 PET 메디아의 적용은 메디아를 적용하지 않았을 때와 비교 시 MBR 처리효율에 큰 영향을 주지 않았다.

최근 셰일가스전 산업이 발전함에 따라 시추 용수 공급 및 폐수처리가 셰일가스전 개발의 중요한 과제로 부각되고 있다. 셰일가스전 폐수는 총용존고형물의 농도가 10에서 200g/L로 높아 기존의 폐수처리 공정으로 처리하기에는 어려움이 있다. 본 연구에서는 정삼투막을 이용하여 셰일가스전 폐수를 농축하는 공정을 다루고 있다. 260g/L의 NaCl을 유도용액으로 사용하고, 폐수 및 유도용액의 농도 변화에 따른 정삼투막의 플럭스를 측정하였다. 정삼투막 내,외부 농도 분극 현상을 감안한 모델식은 실측된 정삼투 플럭스와 유사함을 확인하였으며, 이를 바탕으로 정삼투 모듈의 성능을 예측하였다. 정삼투 공정은 유도용액을 희석시켜 시추 용수로 재이용하며, 발생폐수의 부피를 줄여 폐수 운반비용을 줄이는 효과를 얻을 수 있다.

포항시 하수처리수 재이용 시설은 UF-RO 공정을 통해서 일 10만 톤의 재이용수를 생산하여 철강 산업단지에 공급하는 시설로서 2014년 8월부터 운영 중이며, 2020년 기준 포항시에서 예상되는 물 부족량의 45%를 충당할 것으로 예상한다. 본 시설의 전처리 공정은 침지형 UF 막으로, 회수율 95%, Flux 25.7 L/m²-h로 운영되며, 역삼투 분리막은 회수율 80%, Flux 20 L/m²-h로 운영된다. 농축수 25,000톤 중 9,000톤은 생물 막 여과를 통해 처리되어 방류되며, 16,000톤은 하수처리장으로 반송된다. 본 연구에서는 하수처리수 재이용 시설의 분리막 오염 특성에 대해서 살펴보고 운전 자료를 바탕으로 안정적인 실시간 운영을 위한 공정 구성 및 운전 방법에 대해 검토하였다.

In this study, we applied a membrane distillation process to investigate a feasibility of treating a wastewater with high concentration of organic matters including nitrogen and phosphorus. The laboratory scale experiment was performed by using a hydrophobic PVDF membrane with the pore size of 0.22 μm and porosity of 75%. The installation was direct contact type where the temperature difference between a feed and permeate side was controlled to have a range from 20 to 60°C. We observed a flux variation and a concentration changes of COD, PO4 3-－P, NH4 + -N and conductivity of feed side as well as permeate side with various temperature differences (20 to 60°C), cross flow velocities (0.09 to 0.27 m/s) through the module, and pH (6.6 to 12.0) of the feed that has the initial concentration of COD about 1,000 mg/L, total nitrogen 390 mg/L, total phosphorus 10 mg/L, conductivity of 7,000 μs/cm. The results showed that the average flux was ranged from 4 to 40 L/m2/hr which was almost similar with the flux of NaCl and deionized water used as a feed solution. The lowest flux was obtained at the operating condition with the temperature difference of 20°C and cross flow velocity of 0.09 m/s while the highest one was measured with 60°C and 0.27 m/s. Above 99% of COD and PO4 3- -P in the feed could be rejected regardless of an operating condition. However, the removal rate of ammonium nitrogen was varied from 64 to 99% depending on the pH of feed solution.

The economic effects of sewage and wastewater treatment service (SWTS) sector on other sectors have been rarely investigated in the literature. This paper attempts to apply an inter-industry analysis to looking into the economic effects of the SWTS sector. To this end, the most recently published 2012 input-output table is used here. In particular, the SWTS sector is specified as exogeneous to identify the economic effects of the SWTS sector on other sectors. Production-inducing effect, value-added creation effect, and employment-inducing effect are quantified based on demand-driven model. Supply shortage effect and price pervasive effect are also analyzed employing supply-driven model and Leontief price model, respectively. The results show that production-inducing effect and value-added creation effect of a unit of investment or production in SWTS sector are estimated to be 1.7076 and 0.7392, respectively. The employment-inducing effect of one billion of investment or production in the SWTS sector is computed to be 11.0498 persons. The shortage effect of the SWTS sector amounts to 0.8417 won. The overall price effect of the 10% increase in the price of SWTS sector is calculated to be 0.0115%. This quantitative information can be utilized in predicting the economic effects of the SWTS sector-related activities or policy-making.

본 연구는 통상 muntz metal로 불리는 구리와 아연의 합금 금속의 산화 환원 반응을 이용한 폐수 중 탈인 처리에 관한 연구이다. 연구를 위하여 200 ㎛ 두께의 극세사 형태로 제조된 구리 아연 금 속합금이 수용액 중에서 산화 환원 반응 작용으로 인하여 발생하는 OH radical을 이용하여 금속과 phosphate의 공침 반응에 의해 탈인 처리되는 원리를 이용한 인 처리법에 관한 연구이다. 인 제거 효율은 장시간의 순환 처리보다는 1회 처리에서 가장 제거 효율이 높았으며, 1시간 이후의 순환처리에서는 더 이 상의 제거효율을 보이지 않았다. 이는 금속합금 물질은 표면적이 넓어서 1회 처리만으로도 수용액의 pH 를 평형에 도달하게 하여 반응 효율이 높은 것으로 나타났다. 제조한 합성폐수의 pH 조건은 pH 5 에서 pH 9 사이이며, pH 8일 때 제거 효율이 가장 높았으며 pH 8 이상에서는 효율 증가를 보이지 않았다. 이때 인산염은 H2PO4 -, HPO4 2-의 형태로 가장 많이 존재하는 것으로 조사되었으며, 온도에 따른 인 제 거는 온도만의 영향이 아닌 타 영향인자와의 관계를 고려해야 하며 본 연구에서는 온도가 낮을수록 높은 인 제거 효율을 보였다.

This study were performed to control color and satisfy discharge permission standard of effluents operating a small dyeing factory based on a fiber. The color removal efficiency was very high when the injection site of Sodium Hypochlorite(NaOCl) was more discharge site of second sedimentation tank than of first sedimentation tank. Although NaOCl usages was reduced from 1.0 ㎥/day to 0.8 ㎥/day, the removal efficiency of BOD, COD and SS were similar. At the time, the optimal Hydraulic Retention Time(HRT) was calculated to twenty five minute after NaOCl injection until effluent discharged finally. After controlling NaOCl usages and HRT, the effluent quality of BOD, COD, SS, Color and Chloroform were 8.6 mg/L, 24.7 mg/L, 43.3 mg/L, 191.2 degree and 0.346 mg/L, respectively, so that was satisfied to discharge permission standard.