• Title/Summary/Keyword: 수질정화

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Effective Costal Environmental Management by Conjugation of Modeling of Bio-Purification and Total Allowable Pollutant Loads in Masan Bay (생물정화기작과 총허용오염부하량을 연계한 마산만의 효율적 해양환경 개선방안)

  • Eom, Ki-Hyuk;Kim, Gui-Young;Lee, Won-Chan;Lee, Dae-In
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.15 no.1
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    • pp.38-46
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    • 2012
  • This study carried out current status, characteristics, and problems of coastal environment management on semi-enclosed Masan Bay in Korea and suggests cost-effective and eco-friendly water quality management policy. The pollutants from terrestrial sources into the Bay have apparently environmental pollution problems, such as eutrophication, red tide, and hypoxia. The carrying capacity of the Bay is estimated by hydrodynamic model and ecosystem model, material circulation including bivalve in ecosystem is analyzed by the growth model of bivalve. The resulting reduction in the input load was found to be 50~90%, which is unrealistic. When the efficiency of water quality improvement through bivalve farming was assessed based on the autochthonous COD, 30.7% of the total COD was allochthonous COD and 69.3% was autochthonous COD. The overall autochthonous COD reduction rate by bivalve aquaculture farm was found to be about 6.7%. This study indicate that bivalve farming is about 31% less expensive than advanced treatment facilities that remove both nitrogen and phosphorous.

Water Quality Improvement Using a Contact Oxidation Canal with Sedimentation Basin (침전접촉산화수로를 이용한 수질 개선)

  • Kim, Won-Jang;Park, Sang-Hyun;Kim, Hyung-Joong;Kim, Tae-Kyun
    • Korean Journal of Environmental Agriculture
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    • v.20 no.3
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    • pp.143-149
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    • 2001
  • A contact oxidation canal system with sedimentation basin was installed to study the efficiency of water quality purification. The primary sedimentation basin with 60 min of HRT (Hydraulic Retention Time) included in the system was aimed to sediment pollutants in the water and the deposit being released by the drainage culvert located at the bottom of the system. The oxidation canal aerated by nozzle was to contact the pollutants and oxygen in the surface of plastic filter to purify the water. Discharge, HRT, length of the oxidation canal were $200\;m^3/day$, 90 min, 20 m, respectively. The treatment efficiency of total nitrogen was lower compared with other water quality items such as SS, BOD, TP because the anoxic condition for denitrification was not ensured after the oxidation canal. However, $25%{\sim}89.6%$ of SS, $75.0%{\sim}91.5%$ of BOD, $44.3%{\sim}95.3%$ of TP were removed in this system. Overall, the results indicates that this system appears to have a potential capability for water quality improvement of the reservoirs or the canals in the agricultural watershed.

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Biological Treatment of Processed-Leachate from Landfills by Reed (Phragmites australis)-Bed in a Continuous Flow System (갈대-상(床)을 이용한 쓰레기 매립지 침출수의 생물학적 연속흐름 처리)

  • Kim, In-Sung;Cho, Yong-Joo;Choi, Hong-Keun;Lee, Eun-Ju
    • The Korean Journal of Ecology
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    • v.27 no.6 s.122
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    • pp.375-381
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    • 2004
  • We investigate the biological treatment of processed-leachate from SUDOKWON landfill site in Korea by the reed (Phragmites australis)-bed with a continuous flow system. The reed individuals showing superior growth in processed-leachate experiment were selected among the reeds of thirteen natural habitats by means of the comparisons between the removal rates of nutrient salts, eco-physiological responses and growth. The reed-beds (combination of the reed individuals showing superior growth with helper microorganisms) were continuously supplied with processed-leachate. We monitored the effluents that passing through the reed-beds during the experiment period. After five weeks, analysis results of effluent from each reed-bed were as follows; chromaticity, total nitrogen, total phosphorus, biological oxygen demand, chemical oxygen demand, total dissolved solid and salinity decreased $29.5{\sim}36.9\%,\;49.4{\sim}67.2\%,\;42.1{\sim}94.6\%,\;74.5{\sim}88.8\%,\;15.6{\sim}20.8\%,\;17.5{\sim}35.4\%\;and\;15.3{\sim}34.7\%$, respectively. These results represented the substantial improvement of water-quality after passing through reed-bed in a continuous flow system.

Water Purification and Ecological Restoration Effects of Sustainable Structured Wetland Biotop (SSB) System Established in the Habitat of the Endangered Species -Exemplified by An-teo Reservior Ecological Park in the Habitat of the Gold-spotted Pond Frog - (멸종위기종 서식처에 조성된 생태적 수질정화 비오톱 시스템의 수질정화 및 생태복원 효과 - 금개구리 서식처인 안터 저수지 생태공원 사례를 중심으로 -)

  • Byeon, Chan-Woo
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.13 no.6
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    • pp.145-159
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    • 2010
  • A Sustainable Structured wetland Biotop (SSB) system was planned, designed, and finally constructed, and maintained in the An-teo Reservoir ecological park, which is the habitat of the endangered Gold-spotted Pond Frog. The system purifies polluted water of An-teo Reservoir which flows from up to bottom within the system. Water was sampled once a month at the inlet and at the outlet from December, 2009 to August, 2010. BOD5, SS, T-N and T-P were analyzed. Average influent and effluent BOD5 concentration was 2.9 and 1.0 mg/L, respectively, and BOD5 removal was 67%. SS concentration of influent and effluent averaged 18.1 mg/L and 2.5 mg/L, respectively, and SS abatement amounted to 86%. Average influent and effluent T-N concentration was 0.426 mg/L and 0.147 mg/L, respectively, and T-N retention was 66%. T-P concentration of influent and effluent averaged 0.071 mg/L and 0.022 mg/L, respectively, and T-P removal amounted to 68%. Plant and frog species of the system were monitored during the period. Amphibia and reptiles provided 7 species and 4 families including the Endangered Gold-Spotted Pond Frog (Rana chosenica ) which also lives in the system. Twenty-six plant species were naturally introduced into the system, however, they didn't make up a significant portion of the plant populations compared with the planted species. The endangered plants, Bladderwort (Utricularia vulgaris var. japonica ) and Euryale ferox were observed in An-teo Reservoir as well as in the system.

The Numerical Analysis on Water Quality Variation by inflow of Rainfall Runoff at the Sea Shore (강우유출수의 유입에 의한 해안지역 수질변화에 관한 수치연구)

  • Choi, Gye-Woon;Byeon, Seong-Joon;Kim, Jung-Young;Cho, Sang-Uk
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1644-1648
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    • 2008
  • 해안지역은 해수욕, 어패류의 수집 등의 각종 레크레이션에 있어 많은 사람들이 이용하는 공간이며, 해수는 해안지역에서 각종 활동 중 섭취할 가능성이 있으므로, 수질이 매우 중요하다고 할 수 있다. 이에 본 연구에서는 실제 해수욕장의 수치 모의(수리, 수문, 수질)를 통하여 우수 및 오수가 지표를 통해 해안으로 유입될 경우의 해안지역의 수질에의 영향에 관하여 연구하였다. 지표에서의 우수 유출 및 오수의 흐름을 수치해석은 MOUSE 모델을 사용하였으며 해안지역의 수치해석은 MIKE 3 모델을 사용하였다. 또한 수질 분석을 위하여 미생물의 증감에 영향을 주는 해당 지역의 기온, 수온, 일조량 등의 각종 인자를 구성하여 MIKE 3의 ECOLAB 모듈을 통하여 생물학적 분석을 수행하였다. 그 결과, 해수의 오염이 발생하면, 해수욕이 가능한 기간을 위주로 확인하였을 시, 미생물이 해수에 존재하는 시간은 연간 총 200시간 가량인 것으로 나타났으며, 강우시 해수의 오염이 발생할 시, 강우가 그친 뒤에도 미생물이 완전히 사멸할 때 까지 $4{\sim}6$시간의 정화기간이 필요한 것으로 나타났다. 그리고 첨두 오염 부하량은 비가 그친 직후에 나타나는 것으로 나타났으며 미생물의 해수 유입은 5mm 이상의 강우일 경우에 기준치 이상의 미생물이 발생하며, 해당 지역에 합류식 하수관거가 있을 시에 더욱 많이 발생하는 것으로 나타났다.

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Development and Application of a Water Quality Model to Assess Water Purification Techniques for Lakes and Reservoirs (호소수질정화공법의 평가를 위한 수질모형의 개발 및 적용)

  • 박병흔;권순국;장정렬
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.43 no.6
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    • pp.174-186
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    • 2001
  • Excessive outflow of pollutant loads resulting from rapid industrialization has unbalanced the water ecosystem, deteriorating the water quality environment severely. Therefore, measures for improving the water quality are necessary to maintain clean reservoir water and restore water-friendly spaces. A water quality model which is capable of simulating daily reservoir water quality was developed. The model had been applied to Masan reservoir and Wanggung reservoir in Korea. The model appeared to be satisfactory in representing the trend of water quality variations by comparing measured and simulated results. The model had been also applied to assess water purification techniques such as dredged pool, floating island and vegetation purification system. The model was considered to assess the effect of water purification techniques on reservoir water quality improvement. The results of water quality simulation for lake water purification techniques showed that a large facility would be needed to meet the targeted water quality of the reservoir when only one technique is applied. To effectively improve the quality of the polluted reservoir water, it is therefore recommended that pollutant sources should first be controlled, and a combination of the water purification techniques applied to make the utmost use of their secondary effects such as conservation of the reservoir volume capacity, establishment of a recreation space, promotion of bio-diversity, and improvement of the lake landscape.

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Removal Efficiency of Pollutants in Agricultural Wastewater by Constructed Wetlands on Reclaimed Land in the Goheung Bay (고흥만 간척지 내 인공습지에 의한 농경배수 정화효율에 관한 연구)

  • Yu, Hun-Sun;Kang, Dong-Hwan;Kwon, Byung-Hyuk
    • Journal of Wetlands Research
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    • v.11 no.3
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    • pp.37-47
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    • 2009
  • This research was conducted at the constructed wetland in Goheung reclaimed land, and water quality components were measured at the 12 points in 15 March 2008 and 10 January 2009, respectively. Temperature, pH, DO, EC and salinity components were measured at the field, and TOC, Cl-, COD, TSS, T-P and TN components were analyzed laboratory. Concentrations of field measured components at inflow points were higher than in constructed wetland. TOC concentration ratio of inflow water to constructed wetland water was higher in January, and Cl concentration ratio of it was higher in March. And, COD concentration ratio of it were 1.37 for March and 1.49 for January, respectively. T-P and T-N concentration ratios of it at inflow points were higher 3 times than in constructed wetland. Constructed wetland attenuated concentration of contaminated components inflow to it. Removal efficiencies of Cl-, T-P and T-N components in inflow water were high at the constructed wetland. removal efficiencies of Cl component were 83% for 1st monitoring and 76% for 2nd monitoring, this removal efficiency be caused by dilution effect of constructed wetland. removal efficiencies of T-P component were 67% for 1st monitoring and 69% for 2nd monitoring, and they of T-N component were 100% for 1st monitoring and 95% for 2nd monitoring. Abnormal removal efficiency of T-N component is caused that nitrogen in inflow water was a little. Removal efficiency of T-P component was higher in January, and T-N component was higher in March. This is caused by environmental difference between growing season and winter.

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Evaluation of Purification Capacity of Vegetable Lactobacillus fermentum Culture System in Closed Environmental Waste Water (식물성 유산균 혼합물을 활용한 환경 폐수의 정화능력 평가)

  • Lee, Deuk Sik;Kim, Nam Kyun;Shim, Sooyong;Lee, Dong Jin;Yoon, Won Byong
    • Food Engineering Progress
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    • v.15 no.1
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    • pp.22-27
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    • 2011
  • Changes in total nitrogen (T.N.) and total phosphate (T.P.) content in environmental waste water upon the reaction of biological purifying reagents were measured and the reaction rate was evaluated. The purification capacity of two biological purifying reagents composed of vegetable Lactobacillus fermentum (V.L.F.), Saccharomyces cerevisiae(S.C), and Bacillus subtilis(B.S.) were evaluated and compared with that of commercial water purification system operating by local government. After 18days of reaction, the mixture of V.L.F. and S.C. showed dramatic decrease of T.N.(36.21% of the initial value). The mixture of V.L.F., S.C., and B.S. showed faster reaction rate to decrease T.P. compared with that of the mixture of V.L.F. and S.C. The reaction constant of mixture of V.L.F. and S.C. was estimated to be 0.178 $day^{-1}$ by the curve fitting of the data of changes in T.N. during the reaction.