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NTIS 바로가기한국물환경학회지 = Journal of Korean Society on Water Environment, v.34 no.3, 2018년, pp.293 - 300
박성기 (주식회사 콘텍이엔지) , 전지홍 (국립안동대학교 환경공학과)
Ihe purpose of this study is to evaluate the effects the storage type of permeable concrete block paving (ST-PCBP) have on runoff reduction and infiltration increasement at Andong Maskdance Festival Square. This was accomplished using the NRCS-curve number method over the last 10 years. Two differen...
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핵심어 | 질문 | 논문에서 추출한 답변 |
---|---|---|
저영 향개발기법이란 ? | 최근 들어 도시지역에서의 발생되는 비점오염물질의 효율적인 저감과 물순환의 건전성 확보를 위해 저영향개발기법(Low Impact Development; LID)을 도입하고 있다. 저영 향개발기법이란 자연의 물순환에 미치는 영향을 최소로 하여 개발하는 것으로 정의된다(ME, 2013). 도시 개발에 있어 개발 이전의 물순환 상태로 회복시키는 것이 초기 LID 도입의 주된 목적이었다(PGCo, 1999). | |
투수포장의 특징은 ? | 투수포장은 LID 기술요소 설치를 위한 별도의 침투·저류 면적을 필요하지 않아 기존의 도시지역에 적용하기 쉬운 방법이다. Lee et al. | |
저영향개발기법의 주된 목적은 ? | 저영 향개발기법이란 자연의 물순환에 미치는 영향을 최소로 하여 개발하는 것으로 정의된다(ME, 2013). 도시 개발에 있어 개발 이전의 물순환 상태로 회복시키는 것이 초기 LID 도입의 주된 목적이었다(PGCo, 1999). LID 적용을 통해 도시지역에서의 비점오염물질을 저감시킬 뿐만 아니라 지하수 함량 증가를 통한 갈수기 유량증대와 이에 따른 갈수기 수질악화를 예방할 수 있어 공공수역의 수질개선 효과를 기대할 수 있어 환경부에서 LID 적용을 적극적으로 도입하고 있다. |
Ahiablame, L. M., Engel, B. A., and Chaubey, I. (2013). Effectiveness of Low Impact Development Practices in Two Urbanized Watersheds: Retrofitting with Rain Barrel/cistern and Porous Pavement, Journal of Environmental Management, 119, 151-161.
Beasley, G. and Kneale P. (2002). Reviewing the Impact of Metals and PAHs on Macroinvertebrates in Urban Watercourses, Progress in Physical Geography, 26(2), 236-270.
Borgwardt, S. (2006). Long-term In-situ Infiltration Performance of Permeable Concrete Block Pavement, 8th International Conference on Concrete Block Paving, San Francisco, Interlocking Concrete Pavement Institute, CA, USA, 49-60.
Brombach, H., Weiss, G., and Fuchs, S. (2005). A New Database on Urban Runoff Pollution: Comparison of Separate and Combined Sewer System, Water Science and Technology, 51(2), 119-128.
County of Los Angeles. (2014). Low Impact Development - Standards Manual, County of Los Angeles Department of Public Works, USA. E41-E46.
Jeon, J. H., Choi, D. H., Kim, J. J., and Kim, T. D. (2009). Regionalization of CN Parameters for Nakdong River Basin Using SCE-UA Algorithum, Journal of Korean Society on Water Environment, 25(2), 245-255. [Korean Literature]
Jeon, J. H., Choi, D. H., and Kim, T. D. (2009). LIDMOD Development for Evaluating Low Impact Development and Its Applicability to Total Maximum Daily Loads, Journal of Korean Society on Water Environment, 25(1), 58-68. [Korean Literature]
Kim, H. G. and Kim, Y. J. (2017). New Development of UHPC Rainwater Storage Block Considering Low Impact Development, KSCE 2017 Convention, Korean Society of Civil Engineers, 31-32. [Korean Literature]
Kim, H. H., Oh, L. O., Sung S. K., Lee, J. Y., and Park, S. K. (2017). Development of Porous Pavement for Reduction of Vehicle Exhaust Emissions and Sustainable Hydrologic Cycle System, Korea Land & Housing Corporation, 70-86. [Korean Literature]
Kwon, J. H., Park, I. H., and Ha, S. R. (2010). The Analysis of Runoff Characteristics by Alterations of SCS-CN Value Using LID Method, Journal of Environmental Impact Assessment, 16(1), 49-57. [Korean Literature]
Lee, H. Y., Kim, Y. T., Lee, C. K., and Lee, J. S. (2007). Experimental Study on Infiltration Properties of Permeable Pavement, Proceeding of Conference of Korean Society of Civil Engineer in 2007, Korean Society of Civil Engineers, 2613-2616. [Korean Literature]
Lee, S. H., Kim, J. W., Yoo, I. K., and Kim, N. S. (2012). Analysis on Runoff Reduction Effects of Detachable Permeable Block, Journal of Korean Society of Hazard Mitigation, 12(6), 157-162. [Korean Literature]
Matlock, M. D. and Morgan, R. A. (2011). Ecological Engineering Design: Restoring and Conservation Ecosystem Services, WILEY, John Wiley & Sons, Inc. 297.
Ministry of Enviroment (ME). (2013). The Guideline of LID-Technology Elements, 11-1480000-001272-01, Ministry of Enviroment. [Korean Literature]
Ministry of Enviroment (ME). (2016). The Guideline of LIDTechnology Elements, Ministry of Enviroment. [Korean Literature]
Ministry of Transport Te Manatu Waka. (2003). The Effects of Road Transport on Freshwater and Marine Ecosystems, Ministry of Transport Te Manatu Waka, New Zealand.
National Resources Conservation Service(NRCS). (1986). Urban Hydrology for Small Watersheds, TR-55, Conservation Engineering Division, National Resources Conservation Service, United States Department of Agriculture, USA.
Prince George's County (PGCo). (1999). Low-impact Development Hydrologic Analysis, Maryland: Department of Environmental Resources, Prince George's County.
Rossman, L. A. (2010). Storm Water Management Model User's Manual Version 5.0, EPA.
Sin, J., Jun, C., Zhu, J. H., and Yoo, C. (2014). Evaluation of Flood Runoff Reduction Effect of LID (Low Impact Development) based on the Decrease in CN: Case Studies from Gimcheon Pyeonghwa District, Korea, Procedia Engineering, 70, 1531-1538.
Southeast Michigan Council of Goverments Information Center (SEMCOG). (2008). Low Impact Development Manual for Michigan: A Design Guide for Implementors and Reviewers, Southeast Michigan Council of Goverments Information Center, USA, 57.
Whittaker, B. N. and Reddish, D. J. (1989). Subsidence Occurrence, Prediction and Control. Elservier, 56, 528.
Zgheib, S., Moilleron, R., and Chebbo, G. (2012). Priority Pollutants in Urban Stormwater: Part1-Case of Seperate Storm Sewers, Water Research, 46(20), 6683-6692.
Zomorodi, K. (2015). Curve number and groundwater recharge credits for LID facilities in New Jersey, http://dewberry.com/docs/default-source/documents/curve_number_and_groundwater_recharge_credits.pdf (accessed Mar. 2018).
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