ScholarWorks@Gyeongsang National University: Lee, Woo Dong

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Lee, Woo Dong (이우동)

해양과학대학 (해양토목공학과)

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Tel 0557729126
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Numerical wave tank:5||Solitary wave:4||XGBoost:3||coastal aquifer:3||Prediction:3||underwater safety:3||Coastal engineering:2||Sensitivity analysis:2||Bridge pier:2||Underwater safety:2||decompression model:2||Drifting object:2||Wave transmission:2||underwater work:2||diving simulation:2||Hypothetical scenario:2||LSDYNA:2||Storm surge volume:2||River mouth:2||revetment type:2||saltwaterfreshwater interface:2||Coastal aquifer:2||Interpretable machine learning:2||seawater intrusion:2||Local scour:2||NavierStokes solver:2||2D hydraulic experiment:2||Seawater intrusion:2||coastal inundation:2||Wave energy dissipation:2||commercial dive:2||solitary wave:2||Direct and indirect reflection coefficient:1||Dispersion relation:1||Dissipation coefficient:1||Diving planning and management:1||Drainage channel:1||Drift behavior:1||Ecofriendly beach award:1||FSI analysis:1||Field data:1||Fluid–structure interaction:1||Fluidsoil interaction:1||Fluidstructure interaction:1||Groundwater salinization:1||Horizontal velocity distribution:1||Hydraulic experiment:1||Hydraulic experiment 수리실험:1||Hydraulic model test:1||Hydrodynamic force:1||Impulse wave:1||Interpretation:1||Inundation:1||JMAMSM:1||Jet flow:1||Laboratory experiment:1||Landslide tsunami:1||Location tracking:1||Lowcrested structure:1||Lowcrested structure(LCS) 저마루 구조물:1||Machine learning:1||Marine concrete:1||Mean surface elevation:1||Motion analysis program:1||Navier–Stokes solver:1||Nitrox dive:1||Numerical water tank:1||Numerical wave tank 수치파동수조:1||Ocean physical environment:1||Overtopping:1||Overtopping formula:1||Overtopping volume:1||Oyster shell:1||Particle image velocimetry:1||Porous media:1||Reanalysis weather field:1||Revetment type:1||Rip current:1||Riparian vegetation:1||River current:1||Runup 처오름:1||SWAN:1||Salinity difference:1||Sandy bed:1||Secondary disaster:1||Shock wave:1||Significant wave heights:1||Slump:1||Solitary wave breaking type:1||Solitary wave overtopping:1||Solitary wave 고립파:1||Storm wave:1||Strength:1||Submerged breakwater:1||Submerged horizontal plate:1||Support vector machine:1||Surf zone:1||Swash zone:1||Thruster:1||Tideadapting lowcrested structure(TALCS) 조위차 극복형 저마루 구조물:1||Tideadapting submerged breakwater:1||Transmission coefficient:1||Tsunami:1||Tsunami–current interaction:1||Tsunami like wave runup:1||Tsunami debris:1||Tsunami formation:1||Tsunami inundation:1||Tsunami volume:1||Tsunami waveform:1||Tsunami waveform 지진해일 파형:1||Tsunami 지진해일:1||Typhoon Maemi's track:1||Typhoon intensity:1||Typhoon wind:1||Ultralarge container ship:1||Uncertainty in typhoon tracks:1||Underwater blasting:1||Underwater search and rescue:1||Underwater workable time:1||Water wave:1||Waterborne debris:1||Wave amplification:1||Wave attenuation:1||Wave breaker types:1||Wave breaking:1||Wave breaking parameter:1||Wave control 파랑제어:1||Wave damping:1||Wave model:1||Wave modeling:1||Wave overtopping:1||Wave power generation:1||Wave pressure:1||Wave propagation:1||Wave reflection:1||Wave runup:1||Wave uprushbackwash:1||Wavecurrent interaction:1||absorbing revetment:1||air dive:1||artificial intelligence:1||artificial reef blocks:1||coastal engineering:1||coastal groundwater:1||coastal groundwater flow:1||collision damage:1||commercial diving:1||contact analysis:1||contact condition:1||debris motion:1||decompression:1||decompression dive management:1||decompression dive planning:1||decompression procedure:1||diving operation:1||down force:1||drag coefficient for vegetation:1||drifting behavior:1||eXtreme gradient boosting model:1||effective head:1||effective velocity:1||estuarine currents:1||estuarine hydraulics:1||feature engineering:1||flow separation:1||fluidvegetation interaction:1||generation efficiency:1||groundwater salinization:1||hydrodynamic pressure:1||hypopycnal flow:1||large eddy simulation:1||local scour:1||machine learning:1||maritime search and rescue:1||mean water level:1||nitrox diving:1||nonbreaking wave:1||numerical wave tank:1||overtopping:1||physical ocean environment:1||pipeline with spoiler:1||prediction:1||pressure center skewness:1||pressure equilibrium:1||regular wave field:1||sandy tank:1||seawater flooding:1||seawater freshwater interface:1||seawaterfreshwater coexisting field:1||seawaterfreshwater interface:1||secondary disaster:1||selfburial:1||sensitivity analysis:1||shipping container:1||storm wave hindcasting:1||surfsimilarity parameter:1||surfacesupplied diving system (SSDS):1||sustainable development:1||swelllike waves:1||typhoon wind:1||typhoons Maysak and Haishen:1||underground barrier:1||underground obstruction:1||underwater search and rescue:1||varying permeability model:1||vorticity:1||wave action:1||wave asymmetry:1||wave control performance:1||wave nonlinearity:1||wave reflection:1||wave transmission coefficient:1||wavecurrent interaction:1||가상시나리오:1||감압 잠수의 계획:1||감압 잠수의 관리:1||감압 절차:1||고립파:1||방파제 개발:1||산업 잠수:1||쇄파대:1||수리실험:1||수면파:1||수중 수색 및 구조:1||수중 안전:1||수중발파:1||수치파동수조:1||월파:1||월파 체적:1||잠수 작업:1||조위차 극복형 잠제:1||지진해일:1||처오름과 처내림:1||충격파:1||침수:1||태풍 매미의 경로:1||파랑 반사:1||파랑 에너지 감쇠:1||파랑 전달:1||파랑전파:1||포말대:1||폭풍해일 체적:1||표면 공급식 잠수:1||합성태풍:1||해난구조:1||해빈변형:1||해안지하수:1||해안침식:1||해양 물리 환경:1||3D numerical wave tank:1||3D numerical analysis:1||3차원 수치파동수조:1||Advectiondiffusion:1||Artificial neural network:1||Beach deformation:1||Beach erosion:1||Beaches:1||Blue Flag:1||Bottom flow:1||Breakwater development:1||Breakwater development 방파제 개발:1||CaissonType of submerged breakwater:1||Coastal disaster:1||Coastal disaster vulnerability:1||Coastal groundwater:1||Coastal inundation:1||Coastal morphology:1||Coastal structure stability:1||Collision damage:1||Collision force:1||Commercial diving:1||Composite typhoons:1||Computer vision:1||Conservatism:1||Critical wave height:1||Dambreak wave:1||Datadriven model:1||Density current:1||Design wave:1||Dimensionless overtopping discharge:1||

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