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      지표면의 시공간적 변화를 고려한 비점오염원 저감 저류지 최적용량산정 = Optimal Volume Estimation for Non-point Source Control Retention Considering Spatio-Temporal Variation of Land Surface

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      https://www.riss.kr/link?id=A82503219

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      다국어 초록 (Multilingual Abstract)

      In this study the optimal volume for non-point source control retention is estimated considering spatio-temporal variation of land surface. The 3-parameter mixed exponential probability density function is used to represent the statistical properties of rainfall events, and NRCS-CN method is applied as rainfall-runoff transformation. The catchment drainage area is divided into individual 30 m×30 m cells, and runoff curve number is estimated at each cell. Using the derived probability density function theory, the stormwater probability density function at each cell is derived from the rainfall probability density function and NRCS-CN rainfall-runoff transformation. Considering the antecedent soil moisture condition at each cell and the spatial variation of CN value at the whole catchment drainage area, the ensemble stormwater capture curve is established to estimate the optimal volume for an non-point source control retention. The comparison between spatio-temporally varied land surface and constant land surface is presented as a case study for a urban drainage area.
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      In this study the optimal volume for non-point source control retention is estimated considering spatio-temporal variation of land surface. The 3-parameter mixed exponential probability density function is used to represent the statistical properties ...

      In this study the optimal volume for non-point source control retention is estimated considering spatio-temporal variation of land surface. The 3-parameter mixed exponential probability density function is used to represent the statistical properties of rainfall events, and NRCS-CN method is applied as rainfall-runoff transformation. The catchment drainage area is divided into individual 30 m×30 m cells, and runoff curve number is estimated at each cell. Using the derived probability density function theory, the stormwater probability density function at each cell is derived from the rainfall probability density function and NRCS-CN rainfall-runoff transformation. Considering the antecedent soil moisture condition at each cell and the spatial variation of CN value at the whole catchment drainage area, the ensemble stormwater capture curve is established to estimate the optimal volume for an non-point source control retention. The comparison between spatio-temporally varied land surface and constant land surface is presented as a case study for a urban drainage area.

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      참고문헌 (Reference)

      1 오창주, "수문학" Design 나누리 2008

      2 환경부, "비점오염원관리 업무편람"

      3 김상단, "비점오염원 관리를 위한 유출포착곡선" 한국물환경학회 23 (23): 829-836, 2007

      4 Kim, S, "Urban stormwater capture curve using three-parameter mixed exponential probability density function and NRCS runoff curve number method" 82 : 43-50, 2010

      5 Guo, J. C. Y, "Storage volume and overflow risk for infiltration basin design" 127 : 170-175, 2001

      6 Kim, S, "Stochastic point rainfall modeling for correlated rain cell intensity and duration" 11 : 29-36, 2006

      7 Guo, Y, "Sizing of rainwater storage units for green building application" 12 : 197-205, 2007

      8 Guo, J. C. Y, "Runoff Capture and Delivery Curves for Storm-Water Quality Control Designs" 128 : 208-215, 2002

      9 Behera, P. K, "Optimization of regional storm water management system" 125 : 107-144, 1999

      10 Soil Conservation Service, "National Engineering Handbook" Hydrology. U.S. Dept. of Agriculture 1972

      1 오창주, "수문학" Design 나누리 2008

      2 환경부, "비점오염원관리 업무편람"

      3 김상단, "비점오염원 관리를 위한 유출포착곡선" 한국물환경학회 23 (23): 829-836, 2007

      4 Kim, S, "Urban stormwater capture curve using three-parameter mixed exponential probability density function and NRCS runoff curve number method" 82 : 43-50, 2010

      5 Guo, J. C. Y, "Storage volume and overflow risk for infiltration basin design" 127 : 170-175, 2001

      6 Kim, S, "Stochastic point rainfall modeling for correlated rain cell intensity and duration" 11 : 29-36, 2006

      7 Guo, Y, "Sizing of rainwater storage units for green building application" 12 : 197-205, 2007

      8 Guo, J. C. Y, "Runoff Capture and Delivery Curves for Storm-Water Quality Control Designs" 128 : 208-215, 2002

      9 Behera, P. K, "Optimization of regional storm water management system" 125 : 107-144, 1999

      10 Soil Conservation Service, "National Engineering Handbook" Hydrology. U.S. Dept. of Agriculture 1972

      11 Guo, J. C. Y, "Maximized detention volume determined by runoff capture ratio" 122 : 33-39, 1996

      12 Guo, J. C. Y, "Consistency between CUHP and rational methods" Urban Drainage and Flood Control District 2008

      13 Basinger, M, "A rainwater harvesting system reliability model based on nonparametric stochastic rainfall generator" 2010

      14 한수희, "3변수 혼합 지수 확률밀도함수를 이용한 도시 강우 유출수 포착곡선의 작성" 한국물환경학회 24 (24): 430-435, 2008

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      학술지 이력

      학술지 이력
      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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