The hybridization of graphene with magnetic nanoparticles has endowed graphene with increasing interest as the adsorbent for wastewater treatment. However, its fabrication often involves a multi-stepped chemical synthesis process. In this work, we demonstrate a facile, one-step, and solvent-free approach to fabricate Fe3O4 nanoparticle-anchored Laser-Induced Graphene ( Fe3O4@LIG) as an efficient adsorbent by direct laser irradiation on a ferric acetylacetonate containing polybenzoxazine film. Raman and X-ray diffraction analysis confirm the graphene component in the adsorbent, and the morphology characterizations show that Fe3O4 nanoparticles are distributed uniformly on LIG with hierarchical meso- and macro-porous structures. Adsorption experiments indicate that Fe3O4@ LIG can adsorb methylene blue (MB) from aqueous solutions in a fast and effective manner, with a maximum adsorption capacity up to 350.9 mg/g. The adsorption kinetics and isotherms are also investigated, which are well-described by the pseudo-second-order model and Langmuir model, respectively. Additionally, Fe3O4@ LIG is also demonstrated with the efficient removal of a variety of organic solvents from water. The favorable adsorption behavior of Fe3O4@ LIG is attributed to its unique porous structure and the molecular interactions with adsorbates. On the other hand, Fe3O4@ LIG has high magnetic property, and therefore, it could be easily recovered from water and well regenerated for repeated use. With the efficient adsorption of organic pollutants, magnetic separability, and good

축산 폐수는 고농도의 영양염류와 중금속을 함유하고 있어, 배출될 때 수질을 악화시킨다. 기존 처리 기술과 비교하여 bioremediation은 축산 폐수 처리에 유능하다. 특히, 미세조류는 오염물질 제거에 잠재력을 가지고 있다. 본 연구에서는 Ankistrodesmus bibraianus를 이용하여 축산 폐수 내 영양염류 (질소 (N), 인 (P))와 중금속 (구리 (Cu), 아연 (Zn))의 제거 가능성을 평가하고, A. bibraianus의 최적배양조건을 확립하였다. 연구결과, 최적 배양조건은 28°C, pH 7, 광주기는 14 : 10 h로 설정되었다. N과 P의 단일 처리구 (500, 1,000, 5,000, 10,000 mg L-1)에서 제거효율은 각각 22.9~80.6%와 11.9~50.0%였다. 또한, N과 P의 복합 처리구에서 제거효율은 각각 16.4~58.3%와 7.80~49.8%였다. Cu와 Zn의 단일 처리구 (10, 30, 50 mg L-1)에서 제거효율은 각각 15.5~81.5%와 6.28~34.3%였다. 유사하게, Cu와 Zn의 복합 처리구에서 제거효율은 각각 16.7~74.5%와 5.58~27.5%였다. 또한 영양염류 (N 및 P)와 중금속 (Cu 및 Zn)의 성장 및 제거효율을 축산 폐수에 적용할 수 있음을 나타냈다. 본 연구의 결과에 따르면 A. bibraianus는 축산 폐수 내 영양염류와 중금속 제거에 이용할 수 있을 것으로 사료된다.

본 연구는 시설하우스에서 비점오염원으로 인해 배출되는 오염된 농업배수를 인공습지에서 효과적으로 처리하기 위한 기초자료를 확보하기 위해 인공습지에서 여재종류, 조합방법 및 부하량에 따른 오염물질 정화효율을 평가하였다. 인공습지의 조합방법은 수직-수평흐름조, 수평-수직흐름조, 수평-수직-수평흐름조 및 수직-수평-수평흐름조로 구분하여 설계 및 시공하였으며, 여재는 왕사, 쇄석, 방해석 및 혼합여재로 구분하여 각 조에 충진하였다. 또한 농업배수 부하량을 150, 300, 600 L m-2 day-1으로 달리하여 오염물질의 처리효율을 조사하였다. 조합방법별 수처리효율은 HF-VF-HF 조합방법이 다른 조합방법에 비해 높은 처리효율을 보였으며, 최적여재는 COD 처리효율은 왕사가 가장 높았고, T-N은 쇄석, T-P는 방해석이 가장 높았다. 하지만 모든 처리효율과 경제성 부분을 고려하였을 때 최적여재는 혼합여재가 가장 효과적일 것으로 판단된다. 농업배수의 부하량에 따른 처리효율 결과 COD는 농업배수 부하량 600 L m-2 day-1까지 안정적인 처리효율을 보였으나, T-N 및 T-P는 150 L m-2 day-1≒300 L m-2 day-1¤600 L m-2 day-1의 순으로 농업배수의 부하량이 증가함에 따라 약간 감소하는 경향이었다. 따라서 시설하우스 농업배수 처리를 위한 인공습지 농업배수처리장의 최적조건은 HF-VH-HF 조합형 인공습지에 왕사, 쇄석 및 방해석이 혼합된 혼합여재로 충진하고 부하량 300 L m-2 day-1 이하의 농업배수를 주입하는 것이 최적일 것으로 판단된다.

The electro-chemical removal (ECR) of water pollutants by metal-ACF electrodes from wastewater was investigated over wide range of ECR time. The ECR capacities of metallic ACF electrodes were related to physical properties such as adsorption isotherm, surface area and pore size and to reaction time. Surface morphologies and elemental analysis for the metal supported ACFs after electro-catalytic reaction were investigated by scanning electron microscopy (SEM) and energy disperse X-ray (EDX) to explain the changes in adsorption properties. The IR spectra of metallic ACFs for the investigation of functional groups show that the electro-catalytic treatment is consequently associated with the removal of pollutants with the increasing surface reactivity of the activated carbon fibers. The metal-ACFs were electro-catalytically reacted to waste water to investigate the removal efficiency for the COD, T-N, NH4-N, NO3-N and NO2-N. From these removal results of the piggery waste using metallic ACFs substrate, satisfactory removal performance was achieved. The removal efficiency of the metallic ACFs substrate was mainly determined by the properties of the material for adsorption and trapping of organics, and catalytic effects.

물금, 양산천, 화명동 그리고 하단에 이르는 낙동강하류역에서 1983년 5~6월에 조석변동에 따른 수질분석과 유출량을 조사하여 오염부하량을 산출하고, 양산천의 본류에 대한 영향을 평가한 결과는 다음과 같다. 1. 양산천의 총부유물질 값은 6.1~21.3mg/l로 다른 측점에서보다 높았다. BOD의 평균치는 물금에서 1.16mg/l, 양산천 1.83mg/l, 화염동 0.79mg/l, 하단에서 3.56mg/l였다. 2. 영양염류의 농도는 하단에서 가장 높았고, 양산천에서의 값 역시 본류 보다 약간 높게 나타났다. 구리와 아연의 농도는 양산천에서 가장 높았다. 3. 각 측점에서의 평균유출량은 물금 97.02m super(3)/sec 양산천 3.7m super(3)/sec, 화명동에서 98.76m super(3)/sec였고 양산천의 본류에 대한 유출량 비는 약 4% 정도였다. 4. TSS, VSS, BOD에 대한 오염부하량들은 상류인 물금에서 하류인 화명동으로 갈수록 감소하였으나 BOD와 영양염류의 부하량은 화명동에서 높게 나타났다. 5. 물금에서의 평균부하량에 대한 양산천의 평균부하량 비는 약 8.3%로 나타났다.

The purpose of the study was to analyze the persistence of HCH in atmosphere, soil, sediment and waterof the western and southern regions of Korea. The samples from the western region were collected from Anmyeon Island, and the samples from the southern region were collected from Kimhae and Busan. The concentration of HCH isomers in atmosphere showed the pattern of α-HCH>γ-HCH>ß-HCH. The regions with high HCH concentration in the atmosphere are the regions that have been highly exposed to HCH used in the past, and the areas that have been influenced by the long range transport. The HCH that persists in the soil, water and sediment evaporates into the atmosphere, showing the characteristics of Air-Surface exchange. When the regional concentration distributions arecompared, the concentration of HCH was higher in the atmosphere of a plain and the cities near the plain, than the urban areas. In this study, the ratio of α/γ-HCH was used as an indicator for estimating the source of Technical HCH and Lindane. According to the result, the contribution of Lindane was high in Kimhae plain and Kimhae urban areas. However, in Busan, the contribution of Technical HCH was higher than Lindane. In case of Anmyeon Island, the western region of Korea had high contribution from Tehcnical HCH. In soil and sediment, ß-HCH was dominant. In water, γ-HCH was dominant among other isomers. Such results are due to γ-HCH inLindane. Furthermore, the source of γ-HCH in urban areas is assumed to be the use of medicine, medical supplies and other living supplies. Based on the results of this study, the management of HCH, a newly list up emerging POPs, should be strengthened by further research on sources, fate, persistency, accumulation and exposures and etc. to the risk assessments.

This study was performed to determine the optimum coagulant dosing amount for effective treatment of raw water. The removal rate of turbidity and the variations of water qualities according to various dosage of coagulants such as Alum, PAC and PACS were investigated. The optimum coagulant dosing amount to make the lowest turbidity of water were 35㎎/ℓ of Alum, 30㎎/ℓ of PAC and l0㎎/ℓ of PACS in case of 5 NTU of raw water turbidity, and 30㎎/ℓ of Alum, 25㎎/ℓ of PAC and l0㎎/ℓ of PACS in case of 10 NTU of that, respectively. The removal rates of turbidity at 4 min. and 8 min. of settling time were 10 and 72% of Alum, 44 and 62% of PAC and 25 and 55% of PACS in case of 5 NTU, and 52 and 70% of Alum, 90 and 95% of PAC and 10 and 28% of PACS in case of 10 NTU, respectively. Judging from the settling capability of floc., the reaction time of floc. formation and removal efficiency of turbidity, PAC was evaluated as more effective coagulant than Alum and PACS. Also PAC was regarded as the most effective coagulant when the water supply was changed sharply and the fluctuation of the surface loading occured with wide and sharp in seettling basin. pH and alkalinity of the water were decreased with increasing coagulants dosage. But pH and alkalinity were not decreased below 5.8 which is the standard for drinking water quality, and l0㎎/ℓ which is the limit concentration of floc. breakage, respectively. Residual Al of the treated water was decreased with increasing coagulants dosage in case of 5 and 10NTU of raw water turbidity. KMnO_4 consumption of the water was decreased with increasing coagulants dosage. The reduction rate of KMnO_4 consumption at the optimum coagulants dosage were 39% of Alum, 18% of PAC and 11% of PACS in case of 5 NTU of raw water turbidity, and 42% of Alum, 27% of PAC and 36% of PACS in case of 10 NTU of that, respectively. Any relationship was not found between the removal rate of turbidity and KMnO_4 consumption. TOC of the water was a bit decreased with increasing coagulants dosage up to 30㎎/ℓ but not changed above 30㎎/ℓ of coagulants dosage. The degree of TOC reduction was increased in the order of Alum, PAC and PACS treatment. Zeta potential of the colloidal floc. at the optimum coagulants dosage was in the range of -20∼-15mV in case of 5 NTU of raw water turbidity and 0∼0.5mV in case of 10 NTU of that, respectively. Although the kinds and dosages of coagulants were different, zeta potential range were fixed under the conditions of the best coagulation efficiency.