ScholarWorks@Hongik: Lee, Seung Oh

Detailed Information

Lee, Seung Oh (이승오)

Engineering (Civil and Environmental Engineering)

Research Area: 환경 수리학 및 하천공학, 항만 및 해안공학, 유사이송역학, Environmental Hydraulics and River Engineering, Harbor and Coastal Engineering, Sediment Transport Engineering

Tel
Homepage

ResearcherID ORCiD Scopus Google Scholar ID ResearchGate

Keyword

Numerical simulation:8||LSTM:8||FLOW3D:7||FLO2D:6||수치모의:5||UDS:5||토석류:5||GLUE:5||Delft3D:4||Climate change:4||도시침수:4||Resilience:4||기후변화:4||submerged structure:4||sediment transport:4||Landsat:4||flood:3||수리모형실험:3||수리실험:3||soil moisture:3||reflection coefficient:3||horseshoe vortex:3||Gate operation:3||Sediment exclusion efficiency:3||ISODATA:3||KoFlux:3||발전용댐:3||solitary wave:3||SMS:3||runup:3||Saint Venant equations:3||Flood:3||equilibrium scour depth:3||labyrinth weir:3||local scour:3||estuary:3||bridge pier:3||Labyrinth weir:3||quadrant analysis:3||debris flow:3||토양수분:3||Hydraulic experiment:3||CLM. KLDAS:2||Quadtre grid:2||경제성 평가:2||Hydropower reservoir:2||mildslope equation:2||IWRM:2||Small Stream Improvement:2||InSAR:2||NDVI:2||국부 세굴:2||기계학습:2||Citespace:2||numerical simulation:2||GRU:2||Normalized flood frequency and damage:2||Regional flood damage characteristics:2||Cities: Skylines:2||convective storm:2||coordinate transformation:2||Diffusion diameter:2||래버린스 보:2||physical hydraulic modeling:2||cutcell method:2||daily rainfall:2||TN:2||TVDWAF method:2||HAZUSHM:2||design flood:2||통합물관리:2||반구대암각화:2||HECRAS 1D:2||Debris Flow:2||Tsunami:2||revetment safety:2||Environments:2||범람:2||Physical hydraulic modeling:2||UDS (Urban Debris Simulator):2||earthquake:2||HLLC approximate Riemann solver:2||rubblemound breakwater:2||한계조건:2||COD:2||Debris flow:2||salinity intrusion:2||사면구조 격자기법:2||equilibrium time:2||Point frequency analysis:2||Poisson cluster:2||홍수범람도:2||scour:2||Longterm bed changes:2||Flood Control:2||flow intensity:2||finite difference method:2||확률강우량:2||sediment size:2||finite volume method:2||Drought:2||SAR:2||Urban inundation:2||shallowwater equations:2||SCHISM:2||회복탄력성:2||수위예측:2||Urbanization:2||Flood inundation map:2||shear stress:2||field survey:2||SENTINEL2:2||sluice gate:2||Flood inundation model:2||Machine learning:2||3D numerical analysis:2||free surface correction:2||free surface flow:2||SMEX04:2||stability:2||geyser:2||structural vulnerability:2||submerged flow:2||SMI:2||Water Utilization:2||SNAP:2||SVAT:2||SVR:2||hydraulic experiments:2||hydraulic laboratory experiment:2||Water quality:2||Maintenance of water depth:2||twodimensional vertical numerical model:2||typhoon storm:2||유사배제효율:2||unsteadiness:2||hydrodynamic pressure correction:2||Saint Venant 방정식:2||COMSOL Multiphysics:2||Pressure Fluctuation:2||Sand mastic:2||CRITIC:2||Preventive Investment Effect:2||inundation:2||3D numerical model:2||land slope:2||Sediment continuity:2||Bypass pipe:2||Sentinel1:2||Flow3D:2||2dimensional model:2||local pier scour:2||Levee breach:1||Levee failure:1||Levee risk management system:1||Levee safety assessment:1||Likelihood measure:1||Lognormal distribution:1||Long ShortTerm Memory (LSTM):1||Longwave:1||Low impact development:1||MOD16 global terrestrial ET product:1||MODIS:1||Maintenance:1||Management Water Level:1||MannWhitey method:1||Manning roughness:1||Manning 조도계수:1||Markov chain:1||Membrane:1||Metaverse:1||MicroSmallHydro Power:1||Mobile Big data:1||Moving boundary:1||Multisite:1||Multiple reservoir operation:1||NARX model:1||NARX 신경망 모형:1||Natural disaster prevention projects:1||NernstPlanck Equation:1||Network Analysis:1||Nondimensional discharge formula:1||Nonstationarity:1||Numerical Modeling:1||Numerical Simulation:1||Numerical forecast:1||Numerical modeling:1||Open Circuit:1||Overtopping:1||PDSI:1||Parameterization:1||Parshall flume:1||People vulnerability:1||Performance evaluation:1||Physical vulnerability:1||Pickup rate:1||Piecewise KernelPareto distribution:1||Pier scour:1||Porosity Method:1||Position prediction of survivor:1||Post evaluation index:1||Posterior probability:1||Power:1||Power density:1||Power generation:1||Power series:1||Prediction of water surface elevation:1||Pressureretarded osmosis (PRO):1||Principal component analysis:1||Priority index:1||Probabilistic dam inflow:1||Probability Distribution:1||Propagation:1||Pulsatile Flow:1||Quadratic rheological model:1||Qualitative analysis:1||Quantitative analysis:1||RCP scenario:1||RESTORATION:1||RNG kε algorithm:1||Rainfall:1||Rainwater storage tank:1||Ratio of loss:1||Recession:1||Reconstruction:1||Recurrent Neural Networks:1||Regional flood characteristic:1||Regional water governance:1||Regression equation:1||Repair and reinforcement:1||Repair work:1||Reservoir simulation:1||Return flowrate:1||Return water:1||Reverse Electrodialysis:1||Revetment:1||Revetment stability:1||Rheology:1||Riprap:1||Risk indicator:1||Risk management:1||River:1||River Law:1||River maintenance:1||River maintenance plan:1||River water management system:1||Riverfront facility:1||Road network:1||Roughness:1||SCHISMCoSiNE:1||SIND Model:1||SIND 모형:1||SIND(Scientific Interpolation for Natural Disaster):1||Saemangeum tidal dyke:1||SaintVenant equations:1||Sand filter:1||Scale effect:1||Scientometric Analysis:1||Scour and Velocity field:1||Seawater intake:1||Sediment transport:1||Sensitivity analysis:1||Shallow water equations:1||Shallowwater equations with extended bottom friction:1||Shape Criterion:1||Shape Similarity:1||Shape of slope:1||Shear stress:1||Sink Module:1||Social Infrastructure:1||Soil moisture:1||Solitary wave:1||Spillway:1||Spiral wound module:1||Sri Lanka:1||Staggered grid:1||Stochastic:1||Stormwater tunnel:1||Stream:1||Stream depeltion:1||Strouhal number:1||Structural Equation Model:1||Structural equation modeling:1||Surface tension:1||Swirling strength:1||TVDWAF기법:1||Temperature prediction:1||Threshold condition:1||Time development of scour:1||Topographic feature:1||Transition probability:1||Turbidity:1||Twodimensional numerical model:1||USGS Debris Flume:1||USGS 토석류 수로:1||Uncertainty bound:1||Uncertainty propagation:1||Undergroundtype Seawater Intake System:1||Ungauged watershed:1||Unstructured data:1||Urban Flood:1||Urban Inundation:1||Urban flood:1||Urban network:1||VLFS:1||Variability:1||Variable density:1||Velocity correction factor:1||Visualization:1||Vorticity:1||Vulnerability estimation:1||Water Quality:1||Water flux:1||Water management:1||Water policy:1||Water resources management:1||Water supply yield:1||Water surface elevation prediction:1||Water use efficiency:1||Waterfriendly Riverfront:1||Watershed:1||Watershed management:1||Wear Volume Index:1||Weber number:1||Wordcloud:1||Zscore:1||abutment:1||advectiondispersion model:1||algal bloom:1||alternate depth:1||analytical approach:1||analytical solution:1||annual maximum sea levels:1||artificial seawater channel:1||atmospheric temperature:1||benefit estimation:1||bnksour:1||bottom frictional stress:1||bottom velocity:1||breakwater:1||bridge foundation:1||bridge scour:1||brrier structure:1||bypass pipe:1||climate change:1||coastal erosion:1||cohesive sediment:1||conceptual rainfallrunoff model:1||connecting revetment:1||contraction:1||correlation analysis:1||counter measure:1||critical flow:1||dam break:1||dam management:1||dam safety:1||datapoor environment:1||debris flow disaster:1||design chart:1||design rainfall:1||design water level and uncertainty:1||digital elevation model:1||discharge approximation:1||discharge coefficient:1||distribution:1||dredging:1||drought index:1||economic feasibility:1||elevationdischarge relationship:1||emission sediment:1||energy storage:1||evapotranspiration:1||experiment:1||farmland:1||fast Fourier transformation:1||floc:1||flood damage characteristics:1||flood forecasting:1||flood inundation simulation:1||flood management:1||flood risk:1||flow resistance stress:1||flow reversal:1||flowinduced vibration:1||fluidstructure interaction (FSI) analysis:1||frequency analysis:1||green roofs:1||hazard map:1||higher wave:1||hybrid activation function:1||hydraulic characteristics:1||hydraulic experiment:1||hydraulic models:1||hydraulic structures:1||hydrodynamic model:1||hydroelastic analysis:1||hydroelectricity:1||hydrologic cycle:1||impervious area:1||inclined weir:1||initial depth:1||koflux:1||land cover:1||large scale experiment:1||large scale hydraulic experiment:1||least squares method:1||levee break:1||levee displacement:1||levee failure:1||likelihood measure:1||macrotidal estuary:1||magnification ratio:1||management water surface elevation:1||manhole:1||minimum specific energy:1||mixed gumbel distribution:1||model uncertainty:1||movable hydraulic experiment:1||mvable hydraulic experiment:1||nonpoint source pollution loads:1||nonstationarity:1||numerical model:1||numerical modeling:1||nutrient (TN and TP):1||open channel flow:1||optimal location:1||outflow:1||over flow:1||overtopping flow:1||parameter estimation:1||parameter map:1||parameterization:1||particle analysis:1||pickup:1||piers:1||power generation:1||power series:1||pressure flow:1||prevention efficiency:1||pumped storage hydropower plant (PSHP):1||quadtree grid:1||quantile regression:1||radial gate:1||rainfall qualtile:1||rainfall qualtile mixed gumbel distribution:1||replacement cost approach:1||reservoir:1||resilience:1||risk:1||risk assessment:1||rock abrasion:1||rotary abrasion test:1||rubber weir:1||rubble mound breakwater:1||runup height:1||saemangeum:1||saline length:1||salinity distribution:1||saltwater intrusion:1||sbmerged overflow:1||scalar transport:1||scorebased evaluation:1||scour and velocity field:1||sea level rise:1||second stilling basin:1||sediment mechanism:1||sedimentation:1||sedimentation rate:1||sensitive analysis:1||separation:1||settling basin:1||shallowwater theory:1||shape of defensive structure:1||sharp crest weir:1||sigmacoordinate system:1||simulation:1||soil temperature:1||south India:1||spatiotemporal variability:1||specific energy:1||specific humidity:1||spectrum analysis:1||stormwater drainage system:1||supplementary plate:1||suspended load concentration:1||suspended sediment:1||swirling strength:1||temporal stability analysis:1||terrain data:1||total head:1||trench:1||tsunami:1||turbidity:1||turbulent intensity:1||twophase fluid analysis:1||urban flood inundation map:1||visualization:1||vorticity:1||water and energy fluxes:1||water depth:1||water quality improvement:1||wave breaking:1||wave decomposition:1||wave gage:1||wave propagation:1||wave reflection:1||wave spectrum:1||wave transformation:1||wavelet coherence:1||wear resistance:1||wind:1||가뭄:1||가뭄지수:1||가시화:1||감수부:1||경사식 방파제:1||경사지 형상:1||경사형보:1||계량정보분석:1||공기압력:1||공동침식:1||관리수위:1||교각:1||교각 국부세굴:1||구조개편:1||구조방정식모델:1||기온예측:1||기저유출:1||네트워크 분석:1||대규모 우수관거:1||대기온도:1||댐 시설물:1||댐 운영:1||댐붕괴:1||도로네트워크:1||도수:1||도시 네트워크:1||동수압 교정:1||동압:1||드론 인명구조:1||래버린스 위어:1||레버린스 위어:1||마제형 와:1||매립공사:1||메타버스:1||멱급수:1||모수지도:1||무차원 유량산정공식:1||무차원 홍수피해 발생빈도피해액:1||물관리:1||물리적 위험도:1||물받이공:1||미계측 유역:1||민감도 분석:1||바닥마찰력:1||반사율:1||발전량:1||발전성능:1||방재성능평가:1||배사관:1||배제능력:1||벤치마킹:1||변동성:1||보수·보강:1||보조 여수로:1||부정류적 특성:1||분할격자기법:1||불확실성 전파:1||불확실성구간:1||붕괴 시간:1||붕괴지연 효과:1||비습:1||비정형자료:1||사분면 해석방법:1||사석:1||사석배제:1||사회기반시설:1||사후관리:1||사후평가지수:1||사후확률:1||생태제방:1||설계차트:1||성능평가:1||세굴:1||소류력:1||소하천정비사업:1||수력잭킹:1||수리학적 특성:1||수면 변위:1||수문순환:1||수심유지 효과:1||수자원정책:1||수중 구조물:1||수질:1||수치예보:1||순환신경망(RNN):1||스펙트럼 해석:1||시간 안정도 분석:1||시공간적 변동성:1||실험연구:1||싱크 모듈:1||압력 변동성:1||압력변동:1||애플리케이션:1||어도:1||어류 친화적 흐름:1||여수로:1||연결호안:1||연계운영:1||연행:1||염수침투:1||예연보:1||와도:1||와점성계수:1||완경사 방정식:1||용수공급능력:1||우도측정:1||우선순위지수:1||우수저류조:1||워드클라우드:1||원격탐사:1||월류:1||위험도 평가:1||유사 유입:1||유사연속성:1||유사이송:1||유속보정계수:1||유속비:1||유실률:1||유지관리:1||유지관리 계획:1||유탄성 해석:1||유한차분법:1||유한체적법:1||은닉 마코프 모형:1||의사결정:1||이동상 수리실험:1||이수:1||인공신경망(ANN):1||인적 위험도:1||일강우량:1||자료기반 모형:1||자연재해예방사업:1||자유수면 교정:1||자유수면 흐름:1||장기하상변동:1||재해예방효과:1||저수지 운영모의:1||저영향개발:1||저층수배출관:1||전단응력:1||전력거래소:1||전수두:1||전파:1||점빈도분석:1||정량적 분석:1||정성적 분석:1||제방 변위:1||제방 붕괴:1||제방 안정성 평가:1||제방 위험도 관리 시스템:1||제체 보강재:1||조난자 위치 예측:1||조도계수:1||좌표변환:1||지역별 홍수피해특성:1||지중온도:1||지진해일:1||지형적 특징:1||집중호우:1||처오름:1||처오름높이:1||천수방정식:1||천이확률:1||초기수심:1||초대형 부유식 해상구조물:1||초소수력발전:1||취약성평가:1||치수:1||친수지구:1||침사지:1||침수대응:1||침수예상도:1||침전율:1||콘크리트 보:1||태풍호우:1||토사재해:1||토석류 방재 구조물:1||토양수분도:1||토지이용변화:1||통신 빅데이터:1||퇴적 형상:1||파랑스펙트럼:1||파샬플륨:1||평형 세굴 도달 시간:1||평형세굴심:1||포아송 클러스터:1||폭염:1||표준점수법:1||풍속:1||하구:1||하상물질 입경:1||하천 유지관리:1||하천 이용시설:1||하천법:1||하천수 관리체계:1||함몰지형:1||해석적인 접근:1||해석해:1||현장조사:1||형상기준:1||형상유사도:1||호안:1||호안 안정성:1||호안안정성:1||호주:1||혼합 검벨분포:1||홍수범람모델:1||홍수범람모의:1||홍수위험관리:1||홍수피해지표:1||홍수피해특성:1||확률론적 댐 유입량:1||확률분포:1||확률홍수량:1||확장형 완경사 방정식:1||확폭비:1||환경:1||회귀수:1||회귀수량:1||회귀식:1||회복도:1||회복력:1||회전강도:1||횡단구조물:1||흐름저항응력:1||흐름조건:1||.:1||흐름해석:1||2004 South Asian Tsunami:1||2차원 모형:1||2차원 연직모형:1||3D graph:1||3D numerical simulation:1||3차원 수치모의:1||3차원 수치해석:1||ARCSWAT:1||ASSEMBLAGE:1||Air pressure:1||Analytic Solution:1||Analytical approach:1||Analytical hierarchy process (AHP):1||Analytical solution:1||Application:1||Apron:1||Aral Sea basin:1||Artificial Neural Networks:1||Asiaflux:1||Asymmetry:1||Australia:1||Auxiliary spillway:1||BASD:1||Bangudae Petroglyphs:1||Bangudae petroglyphs:1||Baseflow:1||Bayesian:1||Bayesian multilevel modelling:1||Bayesian quantile regression:1||Benchmarking:1||Bragg reflection:1||Breach retardation effect:1||Breach time:1||Breakwater:1||CFX:1||COMMUNITY:1||Cavitation:1||Cavitation Erosion:1||Central Asia:1||Central limit theorem:1||CoSiNE:1||Coastal City:1||Coastal flood:1||Cohesive Sediment:1||Common Land Model:1||Complex bridge configuration:1||Concrete small dam:1||ConvectionDiffusion:1||Coulomb stress:1||Coulomb 응력:1||Coupled human and natural system:1||Coupled human and natural systems:1||Critical condition:1||Cross structure:1||DEM:1||DSM:1||Daesan inner shelf:1||Daily rainfall:1||Dam break flow:1||Dam operation:1||Data Driven Model:1||Debris:1||Debris Prevention Structure:1||Debris flow disaster:1||Debris flows:1||Decisionmaking:1||Decomposition of wave:1||Delphi survey:1||Deposit Shape:1||Depressive Seabed:1||Designated water elevation:1||Designated water surface elevation:1||Disaster Prevention Performance:1||Double Pipe:1||Drainage gates:1||Drone rescue:1||Dual structure perforated pipe:1||Dumping sand:1||Dynamic pressure:1||EOF (Empirical Orthogonal Function):1||Earthquake:1||EcoLevee:1||Economic Evaluation:1||Economic analysis:1||Economy:1||Eddy Viscosity:1||Embankment stiffener:1||Entrainment:1||Environment index:1||Exclusion ability:1||Exclusion of riprap:1||Experiement:1||Experimental study:1||Extended Mild Slope Equation:1||Extended mild slope equation:1||Extreme rainfall:1||F 통계량:1||Fstatistic:1||FHR:1||FII:1||FOA method:1||FOA 방법:1||FRESHWATER:1||Facility:1||Finite volume method:1||Fishfriendly flow:1||Fishway:1||Flocculation:1||Flood damage index(FDI):1||Flood risk index:1||Flood risk management:1||Flood wave propagation:1||Flooding:1||Flow analysis:1||Flow condition:1||Followup Management:1||Free Surface Displacement:1||Friction parameters:1||Frobenius series:1||GPA:1||Generalized Pareto distribution:1||Geyser:1||HABITAT:1||HECRAS 2D:1||HLLC Riemann 근사해법:1||Hangang River:1||Hangang watershed:1||Hazard Map:1||Heat wave:1||Hidden markov model:1||Horseshoe vortex:1||Hydraulic Experiment:1||Hydraulic Jacking:1||Hydraulic Jump:1||Hydraulic Model Experiment:1||Hydraulic characteristics:1||Hydraulic experiments:1||Hydraulic model experiment:1||Hydraulic test:1||Hydrology:1||Hydropower dam:1||Impervious area:1||Inundation:1||Inundation Prediction:1||Inundation response:1||Jarflow experiment:1||KPX:1||Korean Eastern Coast:1||LN3:1||Land use change:1||Landfill:1||

STATISTICS: Total View :2,559,711; Today View :4,983

RSS_1.0 RSS_2.0 ATOM_1.0

94, Wausan-ro, Mapo-gu, Seoul, 04066, Korea02-320-1314

Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.

Detailed Information

Keyword

BROWSE