ScholarWorks@Gyeongsang National University: Hur, Dong Soo

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Hur, Dong Soo (허동수)

해양과학대학 (해양토목공학과)

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Tel 0557729122
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submerged breakwater:11||LESWASS3D:8||LESWASS3D 3차원수치해석기법:8||3차원 수치해석기법:8||fluid resistance:6||Solitary wave:6||Rip current:5||swash zone:5||permeable submerged breakwater:4||wave breaking point:4||Submerged breakwater 잠제:4||Submerged breakwater:4||3D numerical simulation:4||Mean grain size 평균입경:4||Irregular waves 불규칙파:4||유체저항:4||3D flow characteristic:4||3D numerical model:4||Twodimensional numerical model 2차원 수치모델:4||Porosity 공극률:4||Numerical wave tank:4||NavierStokes solver:4||Tsunami:4||파랑변형:3||numerical simulation:3||numerical wave tank:3||3D flow 3차원 흐름:3||runup height:3||coastal aquifer:3||sandy beach:3||3차원 수치파동수조:3||Wave:3||잠제:3||drainage layer:3||Wave attenuation:3||Wave breaking point 쇄파점:3||wave attenuation:3||Wave loading 파랑하중:3||3D numerical analysis:3||Wavecurrent interaction:3||고립파:3||Sea level 조위:2||Overtopping 월파:2||approximation 근사:2||Laboratory experiment:2||Vorticity:2||수면파:2||Beachface gradient 해빈경사:2||Shape of absorbing revetment 소파호안 형상:2||개별요소법:2||storm surge height:2||Advectiondiffusion:2||Inundation 침수:2||submarine pipeline:2||rip current:2||return flow:2||mean flow:2||해저파이프라인:2||쇄파점:2||지반:2||supertyphoon:2||Permeable seabeds 투과성 해저지반:2||Mean surface elevation:2||reliability analysis:2||mean flow and vorticity:2||Soil response 지반응답:2||처오름 높이:2||SWAN model:2||Density current:2||typhoon maemi:2||field observation:2||Wave damping 파랑감쇠:2||소상역:2||beach stabilization:2||Hydraulic experiment:2||Tsunamivegetation interaction:2||Wave energy dissipation:2||Plane arrangement of manhole 맨홀의 평면배치:2||파:2||foreshore:2||무반사 조파시스템:2||3D numerical wave tank:2||2D hydraulic experiment:2||Pore water pressure 간극수압:2||파랑흐름의 상호작용:2||LESWASS3D 3차원 수치해석기법:2||numerical modeling:2||nonreflected wave generation system:2||Wave overtopping 월파:2||hurricane katrina:2||Morphological change:2||mean water level:2||평균류:2||Wave reflection:2||평균수위:2||포말대:2||3차원 흐름특성:2||한계상태함수:2||large eddy simulation:2||해빈:2||Relative separate distance 상대이격거리:2||limit state function:2||wavecurrent interaction:2||countermeasures against disasters:2||수치파동수조:2||Wave transmission:2||Large eddy simulation:2||신뢰성해석:2||3차원 수치모델:2||심층혼합처리지반:2||Open inlet of submerged breakwater 잠제 개구부:2||DEM:2||seabed:2||deepcementmixed ground:2||seawater intrusion:2||Numerical Wave Tank:1||Numerical wave tank 수치파동수조:1||Oblique incident wave 경사입사파:1||Overtopping:1||PBM(porous body model):1||PMP(probable maximum precipitation):1||POM Ocean circulation model:1||Particle image velocimetry:1||Perforated caisson 유공 케이슨:1||Permeability:1||Permeable submerged breakwater:1||Phase difference:1||Pipeline with spoiler 스포일러 부착형 파이프라인:1||Plane arrangement of submerged breakwater 잠제의 평면배치:1||Reduction efficiency of mean water level 평균수위 저감효과:1||Reflection characteristic 반사특성:1||Reflection coefficient 반사계수:1||Reliability:1||Revetment 호안:1||Rigid vegetation:1||Rip currents:1||Riparian vegetation:1||River mouth:1||River mouth 하구:1||Runup height:1||Runup 처오름:1||SWAN모델:1||Salinity:1||Salinity difference:1||Sandy beach:1||Sandy bed:1||Sandy seabed 모래지반:1||Scour depth:1||Seabed 해저지반:1||Seawater intrusion:1||Seawater intrusion 해수침투:1||Selfburial structure 자가매설 기능:1||Shape of submerged breakwater 잠제의 형상:1||Ship induced wave 항주파:1||Shock wave:1||Shoreline:1||Sloping boundary condition:1||Solitary wave 고립파:1||Songdo beach 송도해변:1||Submerged breakwaters:1||Submerged narrowcrested breakwater:1||Submerged vegetation:1||Surf zone:1||Surfscaling parameter:1||Surface wave:1||Suspended sediment concentration:1||Suspended sediment 부유사:1||Swash zone:1||Temperature:1||Tide:1||Tideadapting lowcrested structure(TALCS) 조위차 극복형 저마루 구조물:1||Tideadapting submerged breakwater:1||Tsunami waveform 쓰나미 파형:1||Tsunami waveform 지진해일 파형:1||Tsunami 지진해일:1||Tsunamivegetation interaction 쓰나미식생 상호작용:1||Turbulence intensity:1||Turbulence kinetic energy 난류운동에너지:1||Turbulent intensity 난류강도:1||Two chamber 이중 유수실:1||Two chambersvertical slit caisson 이중유공슬릿케이슨:1||Typhoon Ewiniar 태풍 에위니아:1||Underground dam 지하댐:1||Underwater blasting:1||Uplift pressure:1||Vegetation drag 식생항력:1||Vegetative drag:1||Velocity profile:1||Virtual depth factor:1||Vorticity 와도:1||Water wave:1||Wave Breaking 쇄파:1||Wave Runup 처오름:1||Wave attenuation 파고감쇠:1||Wave breaking:1||Wave breaking point:1||Wave breaking 쇄파:1||Wave control 파랑제어:1||Wave damping:1||Wave deformation 파랑변형:1||Wave diffraction:1||Wave energy:1||Wave energy dissipation 파랑에너지감쇠:1||Wave generation method:1||Wave generation system:1||Wave overtopping:1||Wave power generation:1||Wave propagation:1||Wave runup height:1||Wave transformation:1||Wave uprushbackwash:1||Wavecurrent interaction 파랑흐름 상호작용:1||WavecurrentKelvin wave interaction 파랑흐름항주파의 상호작용:1||Waveform distribution factor:1||Wavestructure soil interaction 파랑구조물지반 상호작용:1||absorbing revetment:1||added dissipation zone:1||armor blocks:1||backfill:1||beach curvature:1||beach profile:1||behavior:1||breakwater:1||caisson:1||circulation current:1||coastal groundwater flow:1||coupled analysis method:1||couplednumerical model:1||crescentic sand bar:1||crown depth:1||debris flow:1||dike:1||direct numerical simulation:1||directional distribution function:1||discharge:1||discrete element method:1||distinct element method:1||distribution type:1||down force:1||drag coefficient:1||drag coefficient for vegetation:1||drifting body:1||effective head:1||effective velocity:1||enterococci:1||estuarine currents:1||estuarine hydraulics:1||evaluation of collision force:1||expected damage:1||flow control:1||flow field:1||flow induction:1||fluid force:1||fluidstructure interaction:1||fluidvegetation interaction:1||gabion:1||generation efficiency:1||groundwater level:1||groundwater:1||groundwater level:1||hydrodynamic characteristics:1||hypopycnal flow:1||impermeable/permeable slope:1||insitu compressive strength:1||large eddy simulation(LES):1||local scour:1||maximum pore water pressure:1||maximum volumetric strain:1||mean surface elevation:1||morphodynamics:1||multidirectional random wave:1||neural network:1||new boundary condition:1||newly developed numerical model:1||nonbreaking wave:1||oblique incident wave:1||pipeline with spoiler:1||pressure equilibrium:1||quay wall:1||reclaimed sand area:1||regular wave field:1||reliability:1||rubble mound breakwater:1||runup:1||salt wedge:1||saltwaterfreshwater interface:1||sand bars:1||sand suction:1||sandy seabed:1||sandy tank:1||scouring:1||sea wind:1||seawater freshwater interface:1||sediment budget:1||sediment mixtures:1||selfburial:1||selfburial mechanism:1||shallow water wave:1||shore erosion:1||slope gradient:1||steady flow:1||streamline:1||submarine pipeline with spoiler:1||submerged breakwater's shape:1||submerged breakwaters:1||suction mechanism:1||surf zone:1||surfsimilarity parameter:1||tide:1||topographic characteristics:1||topographical characteristic:1||twoway coupled analysis method:1||uncertainty:1||underground barrier:1||underground obstruction:1||uplift pressure:1||variation of ground water level:1||vegetation:1||vegetation drag:1||vegetation zone:1||wave and current control:1||wave breaking:1||wave control performance:1||wave energy dissipation:1||wave field:1||wave force:1||wave pressure:1||wave reflection:1||wave rundown:1||wave runup:1||wave setup:1||wave transformation:1||wave transmission coefficient:1||wavebreakwaterseabed interaction:1||가능최대강수량:1||가상수심계수:1||거동:1||결합해석모델:1||경사입사파:1||기대피해도:1||난류강도:1||내부파:1||다방향불규칙파:1||모래지반:1||밀도류:1||밀도성층:1||방류:1||방재대책:1||방파제:1||방파제 개발:1||방향분포함수:1||부가감쇠영역:1||부유사 농도:1||분포형태:1||불투과성/투과성 경사면:1||불확실성:1||새로운 경계조건:1||세굴:1||소파블록:1||쇄파대:1||수리실험:1||수리학적 특성:1||수중발파:1||수치시뮬레이션:1||수치파동수로:1||순환류:1||슈퍼태풍:1||스포일러 부착형 해저파이프라인:1||식생대:1||식생항력:1||신뢰성:1||신형식 잠제:1||쓰나미:1||쓰나미식생 상호작용:1||안벽:1||양방향 연성해석방법:1||염분:1||염수쐐기:1||온도:1||와도:1||월파:1||유체력:1||이류확산:1||이안류:1||인공신경망:1||자가매설 기구:1||잠제(수중방파제):1||잠제형상:1||전빈:1||정상흐름:1||조위:1||조위차 극복형 잠제:1||조파방법:1||지진해일:1||지하수위:1||지하수위 변화:1||지형 특성:1||지형변동:1||처오름:1||처오름과 처내림:1||천해파랑:1||충격파:1||침수:1||케이슨:1||태풍 매미:1||토석류 수치해석:1||투과성 매체 모델:1||투과성 잠제:1||투과성잠제:1||투수층:1||파동장:1||파랑⋅흐름간 상호작용:1||파랑 반사:1||파랑 에너지 감쇠:1||파랑 전달:1||파랑감쇠:1||파랑에너지:1||파랑전파:1||파력:1||파압:1||파형분포조절계수:1||평균류 및 평균와도:1||폭풍해일고:1||항력계수:1||해빈변형:1||해빈안정화:1||해상풍:1||해수침투:1||해안대수층:1||해안의 곡률반경:1||해안지하수:1||해안침식:1||허리케인 카트리나:1||현장압축강도:1||호안:1||흐름유도:1||흐름장:1||2D hydraulic model:1||흐름제어:1||2D/3D numerical model:1||2dimensional numerical model:1||2D Physical model test:1||2차원 수리모형실험:1||2차원/3차원 수치모델:1||3D NS Solver(LES WASS3D):1||3D NavierStokes solver 3차원 NavierStokes 모델:1||3D coupled HydroMorphodynamic model:1||3D flow:1||3D numerical model (LESWASS3D):1||3D numerical model 3차원 수치해석기법:1||3D numerical model 3차원 수치해석방법:1||3D oblique wave field 경사입사파동장:1||3D wave field:1||3Dimensional wave field 3차원 파동장:1||3D model:1||3D numerical analysis:1||3차원 수치해석기법(LESWASS3D):1||3차원 연성수치모델:1||3차원 파동장 모델:1||Actual working wave pressure:1||Artificial coral reef:1||Artificial coral reefs:1||Artificial neural network:1||Asymmetric submerged breakwater 비대칭 잠제:1||Beach deformation:1||Beach erosion:1||Bedload sediment 소류사:1||Bottom flow:1||Bottom topographical change 지형변화:1||Breakwater:1||Breakwater development:1||Breakwater development 방파제 개발:1||CaissonType of submerged breakwater:1||CaissonType submerged breakwater:1||Canal 운하:1||Chamber width 유수실 폭:1||Circular flow:1||Circulation current 순환류:1||Coastal aquifer 해안대수층:1||Coastal groundwater:1||Coastal groundwater behavior 해안지하수의 거동:1||Coastal vegetation:1||Composite breakwater:1||Composite breakwater and sandy seabed:1||Composite breakwater 혼성제:1||Contourline model:1||Curtain wall 커튼월:1||DAD analysis:1||DAD 해석:1||DEMWASS2D:1||Dean‘s parameter:1||Delay time:1||Density stratification:1||Discrete Element Method:1||Doublerow submerged breakwater:1||Down force 하향력:1||Drainage channel:1||Drainage channel 관로:1||EMLM method:1||EMLM법:1||Ecofriendly:1||Energy dissipation:1||Escherichia coli:1||Expected damage:1||Field observation:1||Fluid resistance:1||Fluidsoil interaction:1||Froude's law of similarity:1||HYMOWASS3D:1||Harbor tranquility 항내 정온도:1||Headlands:1||Horizontal velocity distribution:1||Hydraulic characteristic:1||Hydraulic characteristics:1||Hydraulic experiment 수리실험:1||Hydraulic model experiments:1||Hydraulic model test:1||Hydromorphodynamic model 연성모델:1||Interaction among a nonlinear wave:1||Internal wave:1||Inundation:1||JONSWAP spectrum:1||Kelvin wave 항주파:1||Kinetic energy:1||Korea beach:1||LES turbulence model:1||LESWASS2D 유체역학적 수치모델:1||LESWASS3D (3D numerical simulation):1||LESWASS3D ver. 2.0:1||LESWASS3D(3D numerical simulation):1||LSDYNA:1||Local scour 국부세굴:1||Lowcrested structure:1||Lowcrested structure(LCS) 저마루 구조물:1||MASCON model:1||MASCON모델:1||Maximum pore water pressure:1||Mean flow:1||Mean flow 평균류:1||Mean surface flow:1||Mean water level 평균수위:1||Monitoring:1||Multidirectional random wave 다방향 불규칙파:1||NS 방정식 모델(LESWASS3D):1||NWT:1||NWT (Numerical wave tank):1||NavierStoeks solver 나비어스톡스 방정식 모델:1||NavierStokes 방정식 모형:1||Nearshore current 해빈류:1||Newtype submerged breakwater:1||Newtype submerged breakwater 신기능 잠제:1||Nonreflected wave generation system 무반사 조파시스템:1||Nourishing sand:1||

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