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      저류형 투수블록 설치를 통한 안동국제탈춤광장 유출량 저감효과 모의 = The Simulation of Runoff Reduction by the Storage Type of Zermeable Concrete Block Paving on Andong Maskdance Festival Square

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      https://www.riss.kr/link?id=A105366165

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      다국어 초록 (Multilingual Abstract)

      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 different scenarios were developed in this study for low impact development (LID) design. For the 1st scenario, the walking path and parking lot were install using the ST-PCBP and runoff from the inline skating rink (3,808m2) and lawn (11,191m2) were routed to the ST-PCBP, but the rooftop runoff flowed into the storm water drainage system. For the 2nd scenario, one of the non-structural BMPs, disconnected impervious surface (DIS), was applied so additional runoff from rooftop would enter the ST-PCBP. It was determined that ST-PCBP could significantly reduce surface runoff from the study area and increase infiltration with 71% and 88% of surface runoff reduction and 151% and 215% of infiltration increasement for scenarios 1 and 2, respectively. The effect of LID in the 2nd scenario was better than the 1st scenario, therefore DIS in conjunction with ST-PCBP could be a more cost-effective LID application.
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      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 n...

      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 different scenarios were developed in this study for low impact development (LID) design. For the 1st scenario, the walking path and parking lot were install using the ST-PCBP and runoff from the inline skating rink (3,808m2) and lawn (11,191m2) were routed to the ST-PCBP, but the rooftop runoff flowed into the storm water drainage system. For the 2nd scenario, one of the non-structural BMPs, disconnected impervious surface (DIS), was applied so additional runoff from rooftop would enter the ST-PCBP. It was determined that ST-PCBP could significantly reduce surface runoff from the study area and increase infiltration with 71% and 88% of surface runoff reduction and 151% and 215% of infiltration increasement for scenarios 1 and 2, respectively. The effect of LID in the 2nd scenario was better than the 1st scenario, therefore DIS in conjunction with ST-PCBP could be a more cost-effective LID application.

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      참고문헌 (Reference)

      1 박대근, "차도포장용 투수블록의 재료특성 및 투수성능 평가" 응용생태공학회 3 (3): 110-116, 2016

      2 전지홍, "지속가능한 도시개발을 위한 LID평가모델(LIDMOD)개발과 수질오염총량제에 대한 적용성 평가" 한국물환경학회 25 (25): 58-68, 2009

      3 이수형, "분리형 투수블록의 우수유출 저감 효과 분석" 한국방재학회 12 (12): 157-162, 2012

      4 National Resources Conservation Service(NRCS), "Urban Hydrology for Small Watersheds, TR-55" Conservation Engineering Division, National Resources Conservation Service, United States Department of Agriculture 1986

      5 Ministry of Enviroment (ME), "The Guideline of LIDTechnology Elements" 2016

      6 Ministry of Enviroment (ME), "The Guideline of LID-Technology Elements, 11-1480000-001272-01" 2013

      7 Ministry of Transport Te Manatu Waka, "The Effects of Road Transport on Freshwater and Marine Ecosystems" 2003

      8 Whittaker, B. N., "Subsidence Occurrence, Prediction and Control, 56" Elservier 528-, 1989

      9 Rossman, L. A., "Storm Water Management Model User's Manual Version 5.0" 2010

      10 전지홍, "SCE-UA 최적화기법에 의한 낙동강 유역의 CN값 도출" 한국물환경학회 25 (25): 245-255, 2009

      1 박대근, "차도포장용 투수블록의 재료특성 및 투수성능 평가" 응용생태공학회 3 (3): 110-116, 2016

      2 전지홍, "지속가능한 도시개발을 위한 LID평가모델(LIDMOD)개발과 수질오염총량제에 대한 적용성 평가" 한국물환경학회 25 (25): 58-68, 2009

      3 이수형, "분리형 투수블록의 우수유출 저감 효과 분석" 한국방재학회 12 (12): 157-162, 2012

      4 National Resources Conservation Service(NRCS), "Urban Hydrology for Small Watersheds, TR-55" Conservation Engineering Division, National Resources Conservation Service, United States Department of Agriculture 1986

      5 Ministry of Enviroment (ME), "The Guideline of LIDTechnology Elements" 2016

      6 Ministry of Enviroment (ME), "The Guideline of LID-Technology Elements, 11-1480000-001272-01" 2013

      7 Ministry of Transport Te Manatu Waka, "The Effects of Road Transport on Freshwater and Marine Ecosystems" 2003

      8 Whittaker, B. N., "Subsidence Occurrence, Prediction and Control, 56" Elservier 528-, 1989

      9 Rossman, L. A., "Storm Water Management Model User's Manual Version 5.0" 2010

      10 전지홍, "SCE-UA 최적화기법에 의한 낙동강 유역의 CN값 도출" 한국물환경학회 25 (25): 245-255, 2009

      11 Beasley, G., "Reviewing the Impact of Metals and PAHs on Macroinvertebrates in Urban Watercourses" 26 (26): 236-270, 2002

      12 Zgheib, S., "Priority Pollutants in Urban Stormwater: Part1-Case of Seperate Storm Sewers" 46 (46): 6683-6692, 2012

      13 Kim, H. G., "New Development of UHPC Rainwater Storage Block Considering Low Impact Development" Korean Society of Civil Engineers 31-32, 2017

      14 Prince George's County (PGCo), "Low-impact Development Hydrologic Analysis" 1999

      15 Southeast Michigan Council of Goverments Information Center (SEMCOG), "Low Impact Development Manual for Michigan: A Design Guide for Implementors and Reviewers" 57-, 2008

      16 County of Los Angeles, "Low Impact Development - Standards Manual" E41-E46, 2014

      17 Borgwardt, S., "Long-term In-situ Infiltration Performance of Permeable Concrete Block Pavement" Interlocking Concrete Pavement Institute 49-60, 2006

      18 김미은, "LID 효율성 검증기기를 이용한 투수성 블록의 수문순환 효율성 검증에 관한 연구" 한국수자원학회 48 (48): 321-330, 2015

      19 전지홍, "LID 설계시 식생체류지간 연결에 의한 강우유출수 저감 효과분석" 한국물환경학회 32 (32): 562-569, 2016

      20 권준희, "LID 기법 적용에 의한 SCS-CN값 변화가 강우유출특성에 미치는 영향 분석" 한국환경영향평가학회 19 (19): 49-57, 2010

      21 Lee, H. Y., "Experimental Study on Infiltration Properties of Permeable Pavement" Korean Society of Civil Engineers 2613-2616, 2007

      22 Sin, J., "Evaluation of Flood Runoff Reduction Effect of LID (Low Impact Development) based on the Decrease in CN: Case Studies from Gimcheon Pyeonghwa District, Korea" 70 : 1531-1538, 2014

      23 Ahiablame, L. M., "Effectiveness of Low Impact Development Practices in Two Urbanized Watersheds: Retrofitting with Rain Barrel/cistern and Porous Pavement" 119 : 151-161, 2013

      24 Matlock, M. D., "Ecological Engineering Design: Restoring and Conservation Ecosystem Services" WILEY, John Wiley & Sons, Inc. 297-, 2011

      25 Kim, H. H., "Development of Porous Pavement for Reduction of Vehicle Exhaust Emissions and Sustainable Hydrologic Cycle System" 70-86, 2017

      26 Zomorodi, K., "Curve number and groundwater recharge credits for LID facilities in New Jersey"

      27 Brombach, H., "A New Database on Urban Runoff Pollution: Comparison of Separate and Combined Sewer System" 51 (51): 119-128, 2005

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      연월일 이력구분 이력상세 등재구분
      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2018-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2012-01-01 학술지명변경 한글명 : 수질보전 한국물환경학회지 -> 한국물환경학회지
      외국어명 : 미등록 -> Journal of Korean Society on Water Environment
      KCI등재
      2011-12-27 학회명변경 영문명 : Korean Society on Water Quality -> Korean Society on Water Environment KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-07-22 학회명변경 영문명 : Journal Of Korean Society On Water Qulity -> Korean Society on Water Quality KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2003-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2001-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.51 0.51 0.46
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.43 0.39 0.613 0.15
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