최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기한국물환경학회지 = Journal of Korean Society on Water Environment, v.31 no.1, 2015년, pp.55 - 66
최윤호 (국립환경과학원 유역총량연구과) , 금동혁 (강원대학교 지역건설공학과) , 류지철 (국립환경과학원 유역총량연구과) , 정영훈 (강원대학교 지역건설공학과) , 김용석 (국립환경과학원 유역총량연구과) , 전지홍 (안동대학교 환경공학과) , 김기성 (강원대학교 지역건설공학과) , 임경재 (강원대학교 지역건설공학과)
It has been well known that it is not easy to quantify pollutant loads driven by non-point source pollution due to various factors affecting generation and transport mechanism of it. Especially pollutant loads through baseflow have been investigated by limited number of researchers. Thus in this stu...
* AI 자동 식별 결과로 적합하지 않은 문장이 있을 수 있으니, 이용에 유의하시기 바랍니다.
핵심어 | 질문 | 논문에서 추출한 답변 |
---|---|---|
오염물질 유입에 대한 우리나라 기후의 특성은? | 우리나라는 기후 특성상 풍수기에는 지표유출에 의한 오염물질 유입이 많지만 건기 시에 대부분 오염물질은 기저 유출을 통해 발생한다. 일반적으로 기저유출에 의한 오염물질의 유입은 넓은 면적을 따라 연중 내내 유입되어 하천의 기본수질에 지속적인 영향을 미치게 된다(Choi et al. | |
효율적인 하천유역 수질관리의 필요사항은? | 본 연구와 같이 효율적인 하천유역 수질관리를 위해서는 직접유출량에 의한 오염부하뿐만 아니라 하수처리장 방류량 및 기저유출량에 의한 오염부하도 같이 고려하여야 할 것으로 생각된다. 그리고 향후 본 연구 결과는 직접유출량 위주의 수질관리 방안이 아닌 기저유출량으로 인한 오염부하 제어를 위한 기초자료 및 특성화된 하천유역 수질관리 방안으로서 건기 시 맞춤형 유역수질관리 방안을 제시하는데 활용될 수 있을 것으로 기대된다. | |
일단위 유량 측정이 힘들 경우 활용되는 방법은? | 그러나 모든 하천이나 유역에서 일단위 유량 측정이 이루어지지 않고 있다. 환경부에서도 총량 측정망 및 지류 측정망에서 8일 간격으로 유량과 수질을 측정하고 있으나 8일 간격 유량자료를 일일유량으로 확장하는 작업이 필요하다. 일일유량 확장방법에는 비유량법, 회귀식, 수문모형 등을 이용한 방법이 있다(Mandal and Cunnane, 2009; U.S. |
Arnold, J. G. and Allen, P. M. (1999). Automated Methods for Estimating Baseflow and Ground Water Recharge from Streamflow Records, Journal of the American Water Resources Association, 35, pp. 411-424.
Choi, J. D., Shin, Y. C., Lyou, C. W., Chio, Y. H., and Lim, K. J. (2006). Pollutant Load Characteristics by Baseflow in a Small Agricultural Watershed, Journal of Korean Society on Water Environment, 22(2), pp. 244-249. [Korean Literature]
Donigian, A. S. (2000). HSPF Training Workshop Handbook and CD, Lecture #19, Calibration and Verification Issues, Slide #L19-22. EPA Headquarters, Washington Information Center, Presented and prepared for U.S. EPA, Office of Water, Office of Science and Technology, Washington, D.C., USA.
Eckhardt, K. (2005). How to Construct Recursive Digital Filters for Baseflow Separation, Hydrological Processes, 19, pp. 507-515.
Jang, W. S., J. Ryu, J. C., Kang, H. W., Lee, J. W., Kim, K. S., and Lim, K. J. (2011). Application and Evaluation of the NI, ESTIMATOR, LOADEST to Estimate Efficiently Pollutant Loading from a Stream, Institute of Agricultural Science Kangwon National University, 23(1), pp. 1-10. [Korean Literature]
Kim, G. H. and Lee, H. S. (2009). Impacts of Nitrate in Base Flow Disharge on Surface Water Quality, Korean Society of Civil Engineers, 29(1B), pp. 105-109. [Korean Literature]
Kim, S. D., Lee, K. H., and Kim, H. S. (2005). Low Flow Estimation for River Water Quality Models using a Long-Term Runoff Hydrologic Model, Journal of Korean Society on Water Environment, 21(6), pp. 575-583. [Korean Literature]
Kum, D. H., Jang, C. W., Ryu, J. C., Shin, Y. C., Shin, M. H., Choi, J. D., and Lim, K. J. (2013). Investigation of Baseflow Separation and Nonpoint Source Pollution into Shallow Groundwater, Proceedings of the 2013 Spring Co-Conference of the Korean Society of Water and Wastewater and Korean Society on Water Environment, Korean Society of Wastewater and Korean Society on Water Environment, S-1-2, pp. 1-2. [Korean Literature]
Lim, K. J., Engel, B. A., Tang, Z., Choi, J., Kim, K., Muthukrishnan, S., and Tripthy, D. (2005). Automated Web GIS Based Hydrograph Analysis Tool, WHAT, Journal of The American Water Recourse Association, 41, pp. 1406-1407.
Lyne, V. D. and Hollick, M. (1979). Stochastic Time-variable Rainfall-runoff Modeling, Proceedings of Hydrology and Water Resources Symposium, Institution of Engineers Australia, Perth, pp. 89-92.
Mandal, U. and Cunnane, C. (2009). Low-flow Prediction for Ungauged River Catchments in Ireland, Irish National Hydrology Seminar 2009, pp. 33-48.
Nash, J. E. and Sutcliffe, J. V. (1970). River Flow Forecasting Through Conceptual Models Part I, A Discussion of Principles, Journal of hydrology, 10(3), pp. 282-290.
National Institute of Environmental Research (NIER). (2011a). Estimation Implement Result the 1rd Stage Total Maximum Daily Loads in Nakdong River Basin, National Institute of Environmental Research, pp. 1-300. [Korean Literature]
National Institute of Environmental Research (NIER). (2011b). Estimation Implement Result the 1rd Stage Total Maximum Daily Loads in Guem River Basin, National Institute of Environmental Research, pp. 1-300. [Korean Literature]
National Institute of Environmental Research (NIER). (2011c). Estimation Implement Result the 1rd Stage Total Maximum Daily Loads in Yeongsan?Seomjin River Basin, National Institute of Environmental Research, pp. 1-300. [Korean Literature]
National Institute of Environmental Research (NIER). (2012). Development of Long Term Flow Duration Curves for the Management of TMDLs, NIER-RP2012-220, National Institute of Environmental Research, pp. 1-37. [Korean Literature]
Park, J. D. and Oh, S. Y. (2012). Contributions to the Impaired Water Bodies by Hydrologic Conditions for the Management of Total Maximum Daily Loads, Journal of Korean Society on Water Environment, 28(4), pp. 574-581. [Korean Literature]
Park, J. D. and Oh, S. Y. (2013). Development of Long Term Flow Duration Curves in 4 River Basins for the Management of Total Maximum Daily Loads, Journal of Korean Society on Water Environment, 29(3), pp. 343-353. [Korean Literature]
Ramanarayanan, T. S., Williams, J. R., Dugas, W. A., Hauck, L. M., and McFarland, A. M. S. (1997). Using APEX to ASAE, International Meeting Minneapolis, MN, pp. 97-2209.
Ries, K. G. III, and Friesz, P. J. (2000). Methods for Estimating Low-flow Statistics for Massachusetts Streams, U. S. Geological Survey Water-Resources Investigations Report 00-4135, United States Geological Survey, Reston, Virginia, pp. 1-81.
Schilling, K. and Zhang, Y. (2004). Baseflow Contribution to Nitrate-nitrogen Export from a Large, Agricultural Watershed, USA, Journal of Hydrology, 295, pp. 305-316.
Sloto, R. a. and Crouse, M. Y. (1996). HYSEP: A Computer Program for Streamflow Hydrograph Separation and Analysis, U.S. Geological Survey Water-resources Investigations Report 96-4040, United States Geological Survey, Reston, Virginia, pp. 1-54.
Shin, Y. C., Choi, J. D., Lim, K. J., Shim, H. H., Lyou, C. W., and Shin, M. H. (2005). Nonpoint Source Pollutants Loads Characteristics of Rural Watershed, Proceedings of the 2005 spring Co-Conference of the Korean Society on Water Environment and Korean Society of Water and Wastewater, Korean Society on Water Environment and Korean Society of Water and Wastewater, pp. 579-582. [Korean Literature]
U. S. Environmental Protection Agency (U. S. EPA). (2007). An Approach for using Load Duration Curves in the Development of TMDLs, EPA 841-B-07-006, United States Environmental Protection Agency, Pennsylvania Ave., N. W., Washington, D. C, pp. 1-68.
U. S. Geological Survey (USGS). (2002). User Guide for the PULSE Program, Open-file Report 02-455, United States Geological Survey, Reston, Virginia, pp. 1-34.
Welderufael, W. A. and Woyessa, Y. E. (2010). Stream Flow Analysis and Comparison of Baseflow Separation Methods Case Study of the Modder River Basin in Central South Africa, European Water, 31, pp. 3-12.
Zampella, R. A., Procopio, N. A., Lathrop, R. G., and Dow, C. L. (2007). Relationship of Land-use/Land-cover Patterns and Surface-water Quality in the Mullica River Basin, Journal of the American Water Resources Association, 43, pp. 594-604.
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
오픈액세스 학술지에 출판된 논문
※ AI-Helper는 부적절한 답변을 할 수 있습니다.