CAU Scholar's Space: Oh, Je Ill

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Oh, Je Ill (오재일)

공과대학 (건설환경플랜트공학)

Research Area: 건설환경플랜트공학

Tel 02-820-5339
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Ultrasound:5||Coagulation:4||Nonpoint source:3||하수관로 상태평가:3||내수침수:3||Naphthalene:3||초음파:3||Sonolysis:3||Adsorption:3||응집:3||Trichloroethylene:3||저류시설:3||비점오염원:3||도심침수:2||Activated biochar:2||칼슘이온:2||condition grading protocol:2||Urban Stormwater:2||트리클로로에틸렌:2||urban drainage:2||Wastewater:2||EMC:2||Natural organic matter:2||Biochar:2||wastewater treatment plant:2||하수:2||Combined sewer overflow:2||Combined sewer overflows:2||하수관로 CCTV 조사:2||Frequency:2||Synergistic effect:2||유량 모니터링:2||유량가중평균농도:2||nitrate:2||Endocrine disrupting compounds:2||Rainfall derived infiltration and inflow (RDII):2||GAC:2||합류식하수관거월류수:2||analytic hierarchy process:2||sewer CCTV inspection:2||산성광산배수:2||산업폐수:2||Pharmaceuticals:2||상태등급 산정방법:2||sewer condition assessment:2||sewer defect code:2||AHP:2||sewer flooding:2||Hydrogen peroxide:2||sewer networks:2||수질관리:2||Multiirradiation:2||AMD:2||다중 조사:2||perchlorate:2||도로노면 유출수:2||storage facility:2||초음파 분해:2||Sonocatalysis:2||도시배수:2||Diclofenac:1||Diffusion disk:1||Discharge hydrograph:1||Distributed storage facilitiessewer networks:1||Distributed storage tanks:1||Dry weather flow:1||Dual drainage model:1||Dual frequency irradiation:1||EDCs/PhACs:1||Ecosystem restoration:1||Electron acceptor:1||Endocrine Disrupting Compounds:1||Endocrine disrupting compound:1||Endocrinedisrupting compounds:1||Enzyme:1||Escherichia coli:1||Evolutionary algorithm:1||Expert group:1||Ferric chloride:1||Fiber Ball Media:1||Fine recycledconcrete aggregates:1||Firstflush:1||Freundlich isotherm:1||GPR:1||Genetic Algorithm (GA):1||Glass Beads:1||Green infrastructure:1||Ground settlement:1||Groundwater:1||H2O2:1||HPLC:1||HPLCFLD (Fluorescence detector):1||HPLCMSD (Mass Detector):1||Heavy metal:1||Hexavalent chromium:1||Hydraulic conductivity:1||Hydrologic Condition:1||Hydroxyl radical:1||Ibuprofen:1||Illicit discharge:1||Industrial wastewater:1||Infiltration:1||Inland flooding:1||Inorganics:1||Intercepting sewers:1||Isotherm:1||Kinetics:1||LSTM model:1||Lac:1||Landfill site:1||LiP:1||Light gradient boosting machine:1||Liquid height:1||Load Duration Curve(LDC):1||Long shortterm memory (LSTM):1||Longterm monitoring:1||MTBE:1||Mass Balance:1||Micropollutant:1||Model Predictive Control:1||Modeling:1||Molar Ratio:1||Multiwalled carbon nanotubes:1||Multivariate datadriven model:1||Municipal wastewater treatment:1||Naproxen:1||Natural zeolite:1||Naturebased solutions:1||Neutralization:1||New family:1||New taxa:1||Newly designed ultrasonic reactor:1||Nighttime domestic flow evaluation:1||Nonsteroidal antiinflammatory drugs:1||Nuclear magnetic resonance:1||OH Radical:1||OH 라디칼:1||Occurrence:1||Operation Cost:1||Optimal storage planning:1||Orange II:1||PAC (Polyaluminum chloride):1||Particle Swarm Optimization:1||Particle size distribution:1||Particle swarm optimization:1||Pathogen:1||Perchlorate:1||Performance Indicator:1||Personal care products:1||Pharmaceutical and Personal Care Products:1||Pharmaceuticals and personal care products:1||Phenol:1||Policy Evaluation:1||Pollutant Loads:1||Pollution Sources:1||Polyaluminum chloride:1||Porous pavement:1||Powdered activated carbon:1||Prioritization:1||Pseudomonas fluorescens:1||Pyrolysis:1||RDII:1||RTC 구축틀:1||RTK Method:1||RTK 방법:1||Rainfall derived infiltration/inflow:1||Rainfall reconstruction:1||RainfallDerived Inflow and Infiltration:1||RainfallDerived Inflow/Infiltration:1||RainfallRunoff Model:1||RecycledConcrete aggregates:1||Recycledconcrete aggregates:1||Regression Method:1||Response surface methodology:1||Return period:1||Reuse:1||Rhodocyclaceae bacterium:1||Risk assessment:1||Risk matrix:1||Riskbased inspection:1||Road Runoff:1||Road runoff:1||Salinity:1||Salt effect:1||Sand foundation:1||Sanitary Sewer Systems (SSSs):1||Sanitary sewer overflows (SSOs):1||Sea tidal flat:1||Selforganizing maps(SOMs):1||Sensor displacement:1||Seoul Metropolitan Government:1||Separation:1||Sewage Service:1||Sewage conduits:1||Sewer:1||Sewer Design Analysis:1||Sewer Network:1||Sewer condition assessment:1||Sewer flooding:1||Sewer flow calculation:1||Sewer overflows (SOs):1||Sewer storage:1||Simulator:1||SingleWalled Carbon Nanotubes:1||Singlewalled carbon nanotubes:1||Singular spectrum analysis:1||Siting factor:1||Sludge:1||Smart Filter System:1||Soil:1||Sonication:1||Sonochemiluminescence:1||Sparse autoencoder:1||Spatiotemporal attention:1||Stainless steel wire mesh:1||Stormwater management:1||Stormwater management model:1||Support vector machine recursive feature elimination:1||Surface waters:1||Survey:1||TCLP:1||TNT (2,4,6trinitrotoluene):1||TSS Removal:1||TSS 제거:1||Taxonomy:1||Temperature:1||Temporal distribution of rainfall:1||Time series prediction:1||Total Maximum Daily Loads(TMDL):1||Total Phosphorus:1||Tracer Test:1||Ultrasound irradiation:1||Unit Hydrograph:1||Urban drainage:1||Wastewater Treatment Plant:1||Wastewater monitoring:1||Wastewater treatment plants:1||WastewaterTreatment Process:1||Water Quality Management:1||Water flow rate forecasting:1||Water management:1||Water quality:1||Water use evaluation:1||WeightIndex:1||Zone Settling:1||benzene:1||bidirectional LSTM:1||calcium ion:1||circular failure:1||climate change:1||coaxial flotation column:1||coexisting cations:1||combined sewer overflow (CSO):1||combined sewer overflows:1||combined sewer overflows(CSOs):1||compressible media filter:1||compressive strength:1||control system:1||controlling factor:1||correlation analysis:1||cost analysis:1||datadriven:1||deep learning:1||defect frequency:1||degradation:1||design methods & aids:1||dissolved organic matter (DOM):1||effective rainfall:1||effluent organic matter (EfOM):1||endocrine disrupting compounds:1||filtration:1||floc density:1||floc settling velocity:1||floc size:1||flood susceptibility mapping:1||flotation:1||flotation simulation:1||flow monitering:1||flow monitoring:1||flume equation:1||framework for RTC:1||framework for RTNC on distributed storage facilities:1||ground collapse:1||hybrid modeling:1||industrial wastewater:1||infiltration:1||infiltration rate:1||ionexchange brine:1||leaching test:1||manning equation:1||measurement methods:1||microbial diversity:1||microsand:1||models (physical):1||multipurpose storages:1||neural net:1||nonpoint pollution:1||nov:1||operation:1||operation for distributed storage facilities:1||operational logic:1||optimal storage planning:1||pH:1||parallel factor analysis (PARAFAC):1||particle size distribution:1||particle swarm optimisation:1||performance indicators:1||personal care products:1||pharmaceuticals:1||phenanthrene:1||photocatalysis:1||planar failure:1||prediction:1||pulsed ultraviolet irradiation:1||pumping station:1||rainfall:1||realtime control system:1||realtime network control system:1||recycledconcrete aggregates:1||regeneration:1||resilience index:1||retaining wall:1||return period:1||salinity:1||sampling time:1||sanitary sewer systems:1||satellite image:1||scatter graph:1||sewage treatment & disposal:1||sewer:1||sewer capacity:1||sewer defect score:1||sewer flow characteristics:1||sewer systems:1||sewerage rehabilitation:1||slope stability:1||solidification:1||storages:1||stormwater management:1||streamflow prediction:1||sulfate:1||sunlight irradiation:1||suspended solids:1||time series:1||upflow packed bed reactor:1||urban flooding:1||urban storage classification:1||wastewater:1||wastewater services:1||water flow rate:1||water quality management:1||water treatment:1||zeolite:1||zinc oxide (ZnO):1||강우 시간분포:1||강우유출모형:1||결함빈도:1||경쟁 흡착:1||계면침전:1||계측방식:1||계층적 분석법:1||공존 양이온:1||기본수질항목:1||기후변화:1||나프탈렌:1||나프탈렌(Naphthalene):1||내분비계 장애물질:1||내분비계교란물질/의약물질:1||녹색인프라:1||다기능 저류조:1||단위 유량도:1||대장균:1||도시 유출수:1||도시 저류시설 분류체계:1||도시지역 초기 우수:1||도시하수:1||등온흡착:1||디스크 확산법:1||매닝 방정식:1||모델 예측 제어:1||모델링:1||몰비:1||무단방류:1||물질수지:1||미량유해물질:1||반응표면분석법:1||병원성 미생물:1||부하지속곡선(LDC):1||분리:1||분산 그래프:1||분산 저류시설 운영:1||분산 저류시설을 위한 RTNC 구축틀:1||분산분석:1||분산형 저류시설하수관망 네트워크:1||비용분석:1||비점오염:1||빗물 관리:1||빗물펌프장:1||사면안정:1||상관성 분석:1||샘플링시간:1||서울시:1||섬유사 여재:1||성과지표:1||세균 불활성화:1||세사:1||센서 배치:1||수질오염총량관리제(TMDL):1||스마트 필터 시스템:1||슬러지:1||시뮬레이터:1||실시간 네트워크 제어시스템:1||실시간 제어시스템:1||알칼리중화제:1||압축성 섬유여재 여과:1||역세척:1||연속식 반응조:1||열분해:1||염화제이철:1||오염원인:1||온도:1||옹벽:1||우수관리:1||우수유출모형:1||운영:1||운영 로직:1||운영비용:1||원호파괴:1||월류량:1||월류부하 저감목표:1||월류부하량:1||월류빈도:1||위험도 기반 조사:1||위험도 매트릭스:1||위험도 평가:1||유전자 알고리즘:1||유출수문곡선:1||유황조건:1||유효 강우사상:1||의약∙개인관리용품물질:1||이온교환속도:1||이온영향(Salt effects):1||이중배수체계 모형:1||인 처리시설 시운전 및 정상운전 자료 비교·분석 연구:1||인공신경망:1||입상활성탄:1||입자군집최적화 알고리즘:1||입자크기분포:1||자기조직화지도:1||재생:1||재현기간:1||전자수용체:1||정책 성과 평가:1||제어시스템:1||제올라이트:1||조사 우선순위:1||주파수:1||중금속:1||중심합성계획:1||중점관리 하수관로:1||천연제올라이트:1||초기유출:1||초음파 조사:1||총인:1||추적자 시험:1||침입수:1||침입율:1||침전조:1||통수능:1||투수계수:1||투수성 포장:1||평면파괴:1||폐수 모니터링:1||폐콘크리트 재생골재:1||플럭 밀도:1||플럭 침강속도:1||플럭 크기:1||플룸 방정식:1||하수관거:1||하수관거 개선:1||하수관로 결함 코드:1||하수관로 결함 항목:1||하수관로 결함항목:1||하수관망:1||하수도 서비스:1||하수도시스템:1||하수처리 프로세스:1||하수처리장:1||하수흐름 특성:1||합류식 하수관거 월류수:1||합류식하수관로월류수:1||항생제 감수성 시험:1||호기성 생물벽체:1||화학적 하수처리:1||확률년수:1||활성탄:1||황산알루미늄:1||회귀분석 방법:1||효소:1||흡착:1||흡착 동력학:1||A Comparative Study on Startup and Normal Operation Data for Phosphorus Removal in WWTPs:1||흡착 등온식:1||Acid Mine Drainage(AMD):1||Acid Neutralization Potential:1||Acid mine drainage:1||Acid neutralization potential:1||Adsorption isotherm:1||Adsorption kinetic:1||Adsorption mechanism:1||Advanced regression model:1||Aerobic biobarrier:1||Aestuariirhabdaceae:1||Aestuariirhabdus litorea:1||AlkaliNeutralizer:1||Alkalinity:1||Aluminium sulfate:1||Analysis of variances:1||Analytic Hierarchy Process:1||Antibiotic susceptibility test:1||ArcGIS:1||Artificial Neural Network (ANN):1||Artificial intelligence:1||Attention mechanism:1||Azo Dye:1||Azo계 염료:1||Backwash:1||Bacterial inactivation:1||Bidirectional long shortterm memory:1||Binding energy:1||Biodegradation:1||Bioreduction:1||BlueGreen infrastructure:1||CCTV:1||CCTV inspection:1||CCTV 조사:1||CSO Reduction Goals:1||CSO frequency:1||CSO volume:1||CSOs:1||Calcium ion exchange:1||Carbon tetrachloride:1||Cavity:1||Central composite design:1||Chemical wastewater treatment:1||Chitosan:1||Clarifier:1||Clostridium sp.:1||Combined Sewer Overflows:1||Combined Sewer Overflows (CSOs):1||Comparative cost analysis:1||Competitive adsorption:1||Compressed media filter:1||Continuous Flow Reactor:1||Critical sewer:1||Cupriavidus lacunae sp:1||DAF:1||Data dimensionality reduction:1||Decentralised storage tanks:1||Decomposition–ensemble model:1||Degradation:1||Degradation rate:1||

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