ScholarWorks@Korea University: Yoo, Chul sang

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Yoo, Chul sang (유철상)

공과대학 (건축사회환경공학부)

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Tel 3321
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storage coefficient:15||Chukwooki:11||concentration time:11||Nash model:7||측우기:7||저류상수:7||climate change:6||집중시간:6||레이더 강우:6||rainfallrunoff analysis:5||radar rain rate:5||bivariate frequency analysis:5||G/R ratio:5||annual maximum rainfall event:4||Frequency analysis:4||landslide:4||MAPLE:4||기후변화:4||slope stability analysis:4||Radar rainfall:4||onedimensional unsaturated groundwater modeling:4||bivariate analysis:4||Rainfall:4||characteristics of sediment produce:4||강우 시간분포:4||Muskingum channel routing:3||베리오그램:3||modified rational equation:3||parameter estimation:3||수문학적 토양군:3||linear reservoir:3||Bayesian method:3||linear channel:3||radar data:3||Jeju Island:3||radar:3||Nash 모형:3||Runoff:3||수정합리식:3||베타분포:3||Radar rain rate:3||Clark model:3||temporal distribution of rainfall:3||spatial distribution:3||Inflow:3||유출곡선지수:3||북극진동:3||웨이블릿 분석:3||편의보정:3||Hydrologic soil group:3||radar rainfall:3||CSEOF 분석:3||unit hydrograph:2||homogeneity:2||Transition probability:2||Rainwater utilization:2||Available days:2||Sensitivity analysis:2||Runoff curve number:2||Wavelet analysis:2||Rainfall quantile:2||QPE:2||Rainfall occurrence:2||강우발생:2||유출저감:2||quadrat method:2||공간분포:2||von Mises 분포:2||storm:2||nonlinear reservoir model:2||Kalman Filter:2||Aquacycle model:2||chukwooki:2||Flood reduction:2||Hydrologic model:2||Longterm rainfallrunoff analysis:2||Rainwater consumption:2||nonlinear reservoir model:2||태풍:2||Return period:2||수문순환:2||Dual Polarization Radar:2||Simple Kriging:2||USLE:2||가강수량:2||rain gauge rain rate:2||MSE:2||우량계 강우:2||Effective rainfall:2||선형하천:2||hyetograph:2||annual maximum storm events:2||nearest neighbor method:2||spatial distribution of rainfall:2||coefficient of variation:2||veryshortterm rainfall forecasting:2||산사태:2||runoff characteristics:2||extreme rainfall:2||rainfall:2||Homogeneity Analysis:2||Point rainfall process model:2||Poisson process:2||Best management practice:2||Storm water runoff reduction:2||Soil series:2||Monsoon:2||강우유출모형:2||돌발홍수:2||CSEOF analysis:2||이중편파레이더:2||단순크리깅:2||threshold:2||shot noise:2||VPR model:2||dam storage capacity:2||토양도:2||Muskingum 하도추적:2||선형저수지:2||freund&apos:2||s bivariate exponential distribution:2||사면안정해석:2||changing point:2||Runoff coefficient:2||Rainwater utilization system:2||successive correction method:2||dualpol radar:2||empirical formula:2||Arctic oscillation:2||Nonlinearity:2||Variogram:2||순간단위도:2||SCSCN:2||Dual Kalman filter:2||IETD:2||G/R 비:2||probabilistic storm event:2||1차원 불포화 지하수해석:2||variogram:2||Intermittency:2||Typhoon:2||water supply capacity:2||도시유역:2||회귀분석:2||확장 칼만 필터:2||beta distribution:2||rain gauge network:2||basin characteristics:2||강우유출 해석:2||NRCS curve number:2||flash flood:2||제주도:2||토양통:2||장마:2||모 웨이블릿:2||Storage coefficient:2||Annals of the Choson Dynasty:2||Flash Flood:2||Matching probability:2||이변량 빈도해석:2||매개변수 추정:2||이변량해석:2||호우:2||storagedischarge curve:2||bayesian:2||Bootstrap:2||Flood absorption effect:2||rain gauge data:2||rainfall forecast:2||Mother wavelet:2||Highrise building:2||Urban basin:2||Shot noise:2||방향성:2||Precipitable water:2||timearea curve:2||RRBC:2||regression line:2||Range dependent error:2||Soil map:2||유효우량:2||extended Kalman filter:2||von Mises distribution:2||bivariate extremal distribution:2||토사발생특성:2||impulse response:2||stormwater detention facility:2||Rainfall characteristics:2||LOWESS regression:2||Optimization:2||Longterm rainfallrunoff model:2||synthetic rainfall field:2||Rainfallrunoff model:2||비선형성:2||MUSLE:2||적중확률:2||독립호우사상:2||Water storage:2||우량주상도:2||independent rainfall event:2||joint return period:2||LOWESS:2||drought:2||probabilisticbased design:1||maximum potential retention:1||Rainfall data measurements:1||Peace Dam:1||Wavelet Analysis:1||시간분포 모형 평가:1||Chungju Dam Basin:1||초고층 건물:1||ZR relation:1||Dam storage:1||Basin subdivision:1||Multivariate Statistical Analysis:1||Factor Analysis:1||요인분석:1||예측강우:1||Bivariate Probability Distribution:1||물수지분석:1||Water Budget Analysis:1||Direction:1||레이더 네트워크:1||Runoff error:1||runoff:1||ModClark:1||topographic information data:1||1:1||gap filler radar:1||하천망 방향성:1||Instream flow:1||GCM simulation:1||모의 성능 평가:1||CSUHIDRO Algorithm:1||Temporal distribution of rainfall:1||approach:1||레인가든:1||저영향개발:1||Slope:1||Orographic effect:1||Runoff ratio:1||상관계수:1||Logistics:1||거리오차:1||용수공급능력:1||누가확률:1||ZR 관계식의 매개변수:1||레이더 강우강도:1||Storage facility:1||Donghae radar:1||muskingum channel routing:1||연 최대치 독립 호우사상:1||riserandbarrel:1||Freund 이변량 지수분포:1||runoff analysis:1||lateral inflow:1||Unit hydrograph:1||정방구역 방법:1||회전각:1||equivalent ellipse:1||rotational angle:1||threshold of rainfall intensity:1||비선형 저수지 모형:1||Partial coverage:1||Areal average rainfall:1||SWMM 5.0:1||detection design:1||Design rainfall:1||Gumbel mixed model:1||Mat?n correlation function:1||representative direction:1||LOWESS 회귀분석:1||SPI:1||areal average rain rate:1||Sampling Error:1||서포트 벡터 학습:1||watersupply capacity:1||Rainfallrunoff experiment:1||Shot noise process model:1||베이지안 기법:1||Hydrological Cycles:1||alternative water resources:1||Deposition:1||rainfallrunoff event:1||uncertainty analysis:1||Gaussian distribution:1||Lognormality:1||Cokriging:1||Probable maximum precipitation (PMP):1||sampling errors:1||Arctic Oscillation:1||첨두유출량:1||Modified Rational Formula:1||Rainfall Temporal Distribution:1||Beta Distribution:1||수정 Huff 모형:1||areal reduction factor:1||sensitivity analysis:1||Global climate model (GCM) simulation:1||Flood warning:1||Crosscorrelation:1||Linear reservoir theory:1||design rainfalls:1||Cluster Analysis:1||Uncertainty of Parameter:1||Flood Runoff:1||강우추정관계식:1||Truncated Gaussian Distribution:1||Radar network:1||Fixedduration rainfall series:1||Critical rainfall duration:1||Interevent time definition:1||Rainfall threshold:1||Instantaneous unit hydrograph:1||GCM 예측 결과:1||Weiss&apos:1||Documentary record:1||Chulcwooki:1||LID:1||충주댐 유역:1||Radar data:1||Daecheong dam:1||Z  R 관계식:1||PMM:1||Runoff curve number (CN):1||Mixed distribution:1||Meanfieldbias:1||지구내 저류시설:1||모멘트법:1||Extended Kalman Filter:1||유출해석:1||연최대치 계열:1||rainfall duration:1||Hantan River Basin:1||EOF analysis:1||Multivariate time series model:1||임의시간 환산계수:1||weiss model:1||rain gauge rainfall:1||결합재현기간:1||칼만 필터:1||multimodality:1||Treering:1||강우특성:1||daily rainfall:1||강우모형:1||Areal Average Rainfall:1||Precipitation:1||Parameter Estimation:1||지수분포:1||rainwater collection:1||Water Balance:1||winddriven rain:1||observation experiment:1||Jilmoeneup wetland:1||Erosion:1||intermittency:1||Chungju Dam basin:1||Hydrology history:1||Flash flood warning system:1||multicollinearity:1||polynomial normal transform:1||nonnormality:1||동조화:1||Regional Characteristics:1||강우강도 가중치:1||유출 앙상블:1||rainfall temporal distribution:1||SWMM 모형:1||Water supply safety:1||Merging of subbasins:1||Clark Model:1||홍수유출:1||VIC 모형:1||지표수문해석모형:1||Radar Rainfall Relation:1||horizontal drift distance:1||Independent rainfall event series:1||하천유지유량:1||레이더 강우추정 알고리즘:1||Clark 단위도:1||시간면적곡선:1||Infiltration Capability:1||Rain Garden:1||사면경사:1||Basinscale sediment yield:1||로지스틱 회귀분석:1||Chungju dam basin:1||지구곡률:1||Z  R relation:1||SCS CN:1||최우도법:1||method of maximum likelihood:1||품질향상:1||강우 지속기간:1||Drought severity:1||conversion factor:1||저류량유출량 관계곡선:1||확률호우사상:1||Sampling error:1||유역특성:1||bias:1||변동성:1||변화시점:1||bivariate exponential distribution:1||크리깅:1||단위도:1||Markov process:1||drought severitydurationfrequency analysis:1||estimation error:1||interstation correlation:1||Poisson과정:1||면적평균강우:1||수문학.:1||watershortage index:1||Rainfallrunoff analysis:1||EOF Analysis:1||이중편파 레이더:1||듀얼칼만필터:1||Drop Size Distribution:1||BlaneyCriddle:1||베이즈 정리:1||에디공분산방법:1||initial abstraction:1||Rainfall interception:1||Merging:1||ensemble forecasting:1||urban flood:1||extreme rainfall analysis:1||Rainfall Ensemble:1||지역특성:1||Evaluation of Temporal Distribution Model:1||vulnerability assessment:1||water deficit event:1||annual maxima:1||교차상관:1||orographic effect:1||Design water supply:1||rainfall data:1||Rainfall Forecast:1||MeanFieldBias Correction:1||Hydrologic Cycle:1||Land Surface Model:1||절단 정규분포:1||QREOA:1||infiltration facility:1||SEEP/W model:1||runoff uncertainty:1||5km CAPPI data:1||호우 방향성:1||Performance evaluation:1||Relayinformationtransfer:1||Storm event:1||침투성능:1||Tree root depth:1||Logistic regression analysis:1||Gauge rainfall:1||Annual maximum rainfall event:1||1차 모멘트:1||rainfall error:1||standpipe:1||Error sturcture:1||freund bivariate exponential distribution:1||runoff data:1||Muskingum 하도추적모형:1||Freund 이변량 혼합형지수분포:1||modified weiss model:1||변동계수:1||rating curves:1||multilayer perceptrons:1||충격응답함수:1||error:1||레이더자료:1||편의:1||우수저감시설:1||water reuse:1||North Korea:1||treering:1||spacetime model:1||neural network:1||Radar Rainfall:1||Support vector learning:1||함수 근사:1||instantaneous unit hydrograph (IUH):1||Linear system:1||Bias correction:1||ZR Relationship:1||고층 건물:1||Udo:1||Bayesian statistics:1||Bayes’ theorem:1||베이지안 통계학:1||Evapotranspiration:1||청미천:1||Seolmacheon basin:1||Forest restoration:1||Hydrodynamic modeling:1||peak velocity:1||green roof:1||retention ratio:1||SCSCN method:1||Rainfall time resolution:1||radar rain rate estimator:1||Rainwater harvesting:1||Envelopment:1||basic equation form:1||이변량 분석:1||Peak Flow:1||Rainfall Intensity Weight:1||특성방향:1||Huff Model:1||강우의 시간분포 모형:1||Huff 모형:1||Shot noise process:1||storm center:1||pattern correlation:1||강우유출 해석:1||홍수예경보:1||Typhoon Nakri:1||Bivariate frequency analysis:1||Parallel and serial connection:1||Linear channel:1||spatial resolution:1||Backward Storm Tracking:1||매개변수 불확실성:1||이변량 확률분포:1||VIC Model:1||Runoff response:1||curve number (CN):1||RMSE:1||비정규성:1||Rainfall direction:1||Direction of channel network:1||Rainfall distribution:1||JPOLE 알고리즘:1||Trueinterval rainfall:1||Fixedinterval rainfall:1||systematic bias:1||레이더 자료:1||Bivariate logistic model:1||레이더 반사도:1||Earth&apos:1||Firstorder moment:1||NRCS의 토지피복 항목:1||Extreme rainfall:1||Modified rational equation:1||경험식:1||relationship between rainfall and runoff errors:1||독립 호우사상:1||independent rainfall events:1||annual maximum independent rainfall event series:1||Muskingum channel routing method:1||측방유입:1||Stream gauge network:1||Cluster analysis:1||정규분포:1||regression analysis:1||우량계망:1||Urban water cycle:1||mixture density networks:1||극치강우:1||variability:1||홍수 저감:1||연최대호우사상:1||대표방향:1||rain gauge:1||동질성:1||rectangular pulses Poisson process model:1||competing liner impulse responses:1||seasonality:1||부분적 관측:1||관측오차:1||커널 기법:1||지상 강우자료:1||연속수정법:1||CSEOF Analysis:1||Urbanization:1||Cheongmicheon:1||실제증발산량:1||Cheongmicheon basin:1||lognormality:1||simple Kriging:1||Clark unit hydrograph:1||Building wall:1||flood control ability:1||Characteristic Direction:1||강우 앙상블:1||Gamma distribution:1||감마분포:1||storm shape:1||backward storm tracking:1||Representative concentration pathway (RCP) scenario:1||performance evaluation:1||GCM precipitation:1||SWMM:1||Hallasan Mountain:1||dam reservoir:1||Linear reservoir:1||gauge rainfall:1||frequency analysis:1||Regression Analysis:1||군집분석:1||토양수분:1||정량적 강수 추정:1||River act:1||하천법:1||하천수 사용:1||Radar Rainfall Estimation Algorithm:1||JPOLE Algorithm:1||CSUHIDRO 알고리즘:1||Quantitative precipitation estimation (QPE):1||간헐성:1||Correlation coefficient:1||Mean field bias correction:1||VPR 모형:1||확률대응법:1||parameters of ZR relationship:1||SCS 유출곡선지수:1||runoff reduction:1||optimal design:1||stormwater detention basins:1||method of moments:1||립 호우사상:1||flood discharge:1||annual maximum series:1||Entropy theory:1||연최대 호우사상:1||수정 Weiss 모형:1||channel network:1||강우의 공간분포:1||초단기 예측강우:1||design bias:1||meanfield bias:1||scaled conjugate gradients algorithms:1||오차:1||베이지안:1||강우량:1||NRCS 유출곡선지수:1||이변량 지수분포:1||Mat럕n 상관함수:1||moving direction:1||Imjin River Basin:1||Floods:1||Hydrology:1||Kernel method:1||Hydrology.:1||Korea:1||Instantaneous unit hydrograph (IUH):1||국내 강수:1||Exponential Distribution:1||강우입자분포:1||Rainfallrunoff Analysis:1||Structural equation Modeling:1||구조방정식모형:1||rainwater harvesting:1||Flow velocity:1||Winddriven rain:1||copula:1||Rainfall Temporal Distribution Model:1||Modified Huff Model:1||남방진동:1||Southern oscillation:1||shot noise process:1||bias correction ratio:1||rainfall event:1||temporal resolution:1||quantitative quality measures:1||다변량 통계분석:1||Radar:1||레이더:1||QREOA 모델:1||Error index:1||R ratio:1||Nonnormality:1||토사유출량:1||Water use:1||ZR relationship:1||Conversion factor:1||식생뿌리:1||유역단위 토사발생:1||Probability density function:1||Bivariate exponential model:1||s curvature:1||Radar reflectivity:1||댐 저수용량:1||Curve number (CN):1||Rain gauge density:1||CAPPI:1||연최대치 호우사상:1||quality improvement:1||유량자료:1||홍수량:1||연최대치 독립 호우사상 계열:1||IUH:1||최근린 방법:1||Weiss 모형:1||하천망:1||이변량 극치분포:1||Costeffectiveness:1||neural networks:1||유출특성:1||kriging:1||combined observation:1||occurrence:1||Distribution functions:1||Entropy:1||Partial Coverage:1||Gaussian process:1||Function approximation:1||레이더 강우자료:1||합성강우장:1||hillslope velocity:1||Timearea curve:1||강우추정 관계식:1||water balance model:1||설마천 유역:1||building wall:1||Deforestation:1||probability:1||antecedent moisture condition:1||truncated data:1||Likelihood function:1||Flash flood guidance:1||multivariate modeling:1||Bivariate analysis:1||Comovement:1||합리식:1||Rational Formula:1||Runoff ensemble:1||copula model:1||NRMSE:1||RainfallRunoff analysis:1||binomial censored data MLE:1||호우의 역추적기법:1||Clark 모형:1||Soil Moisture:1||유출응답:1||G:1||Sediment yield:1||강우 분포:1||Clark UH:1||Runoff Reduction:1||확률밀도함수:1||산지효과:1||유출률:1||Independent rainfall Events:1||South Korea:1||Measurement:1||Concentration time:1||Coefficients:1||대청댐:1||Cumulative probability:1||정량적 강수량 추정:1||Land cover type of NRCS:1||annual maximum independent rainfall event:1||Onsite stormwater detention facilities:1||service outlet dimension:1||절단값:1||대수정규분포:1||normal distribution:1||lognormal distribution:1||bias correction:1||회귀선:1||directional properties:1||등가타원:1||한계강우강도:1||Stormwater BMP:1||hysteresis:1||Bivatiate frequency analysis:1||지구통계학:1||geostatistical statistics:1||이동방향:1||land use change:1||Economic factors:1||동질성 분석:1||부트스트랩:1||전이확률:1||Data assimilation:1||가우시안 프로세스:1||데이터 융합:1||channel velocity:1||rain rate estimator:1||EOF 분석:1||Dualpol radar:1||Highrise Building:1||도시화:1||mooltong:1||EddyCovariance Method:1||Seolmacheon:1||물수지:1||설마천:1||청미천 유역:1||sustainable management:1||

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