ScholarWorks@Gyeongsang National University: Park, No Suk

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Park, No Suk (박노석)

공과대학 (토목공학과)

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Tel 0557721798
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전산유체역학:9||Eulerian path:4||CFD:3||Computational Fluid Dynamics (CFD):3||CFD(Computational Fluid Dynamics):3||flow distribution:3||computational fluid dynamics:3||Membrane Module:2||bromate:2||chlorate:2||Computational fluid dynamics:2||입자영상유속계:2||CSTR:2||Distribution channel:2||막 모듈:2||Contamination warning:2||MBBR:2||MBBR (Moving Bed Biofilm Reactor):2||추적자 실험:2||flow distribution evenness:2||Water distribution system:2||free available chlorine:2||Water quality:2||hollow fiber:2||클로레이트:2||분배수로:2||고주파통과필터:2||브로메이트:2||Isolation Forest:2||Tracer test:2||유량분배:2||유입유량 균등성:2||inlet equity:2||유효염소:2||autopsy:2||EPANET:2||이상치:2||Conversion Factor:1||Cook 통계량:1||Cook’s Distance:1||DVP (deadzone volume percentage):1||Data Mining Techniques:1||Decision Tree Analysis:1||Demand Allocation:1||Discolored Water:1||Dissolved organic matter:1||DistanceBased Outlier Detection:1||Double Baffle:1||Double Piping Header:1||Double header pipe:1||Double layer wiremesh:1||Ensemble Empirical Mode Decomposition:1||Ensemble empirical mode decomposition:1||Evenness of Flow Distribution:1||Evenness of flow distribution:1||Feasibility study:1||Feature engineering:1||Fiber Ball Media:1||Filtration process:1||Flow Distribution Evenness:1||Fluid pressure:1||Fluid velocity:1||GAC adsorption:1||Granular activated carbon (GAC):1||Green Site Ratio:1||Household:1||Hybrid 모형 구축:1||Hydraulic Behavior:1||Hydraulic Efficiency Index:1||Hydraulic Modification:1||Influence of fluctuation:1||Inlet Flow Rate:1||Inlet Structure:1||Inlet flow distribution evenness:1||Inorganic Pollutants:1||LPCF모형:1||Lagrangian Method:1||Lead:1||Level control method:1||Linear PredictionCorrection Filter Model:1||Linear predictioncorrection filter model:1||Long shortterm memory:1||MBR:1||Mahalanobis distance:1||Manganese:1||Manifold Pipe:1||Mathematical model:1||Membrane Modules:1||Membrane backwash water:1||Membrane bioreactor:1||Metal membrane:1||Metal mesh membrane:1||Minimum Response Concentration:1||Model Structure:1||Molecular weight:1||Morill index:1||Morrill Index:1||Morrill index:1||Multiple parallelarrayed flocculation/sedimentation processes:1||Multivariate analysis:1||Noise filtering:1||Offsite CO2 emission:1||Office:1||Onsite CO2 emission:1||Onsite sodium hypochlorite generator:1||Outlier:1||Outlier Detection:1||Outlier test:1||Outliers:1||PIV:1||Parallel arranged membrane modules:1||Parallel arranged upflow sedimentation basin:1||Particle Image Velocimetry (PIV):1||Particle analysis:1||Pipe Network Modeling:1||Polyamine coagulant:1||Pressurereducing valve:1||Pressurized membrane module design:1||Protruding shapes:1||Public Bath:1||Rate control method:1||RealTime Contamination Warning:1||Required Area:1||Reverse osmosis concentrate:1||Reynolds number:1||Robust distance:1||SBR:1||SEM 촬영:1||Sedimentation Basin:1||Sedimentation Efficiency:1||Sensitivity analysis:1||Sequencing batch reactor:1||Serpentine flocculation basin:1||Settling Velocity:1||Settling behavior (settlability):1||Sewage &:1||Sewage influent flowrate:1||Side Stream:1||Side Stream Type MF Module:1||Single header pipe:1||Single layer wiremesh:1||Size distribution:1||Smart Filter System:1||Sodium hypochlorite:1||Specific denitrification rate:1||Specific nitrification rate:1||Statistical Analysis:1||Statistical approach:1||Sulfur denitrification:1||Treatment Process:1||Turbidity:1||Turbulence energy dissipation:1||Ultrasonic Flowmeter:1||Urban Stormwater:1||Walsh&apos:1||Wastewater Treatment Facility:1||Water Quality Data:1||Water Quality Dataset:1||Water Supply System:1||Water reuse:1||Water supply network:1||Water treatment plant:1||Zetapotential:1||adjacency matrix:1||batch experiment:1||block type:1||chlorine decay:1||computational fluid dynamics (CFD):1||contamination warning system:1||controlling leakages:1||decentralized water supply system:1||double piping theory:1||eddy flow:1||flow rate inequity:1||frequency:1||highpass filter:1||insitu cultivation:1||inactivation rate:1||inflow rate:1||initial dosage:1||inorganic pollutants:1||linear filter model:1||longitudinal baffle:1||lowpressure membrane module:1||manifold pipe:1||manifold pipe structure:1||membrane foulants:1||membrane module:1||metal mesh:1||metal powder:1||metal wire:1||minimum hydraulic gradient:1||moving average filter and frequency analysis:1||multi piping network:1||operation conditions:1||optimal operation conditions:1||optimization:1||outlier:1||particles settling performance:1||porous metal membrane:1||pressure management:1||pressure reducing valves:1||rapid closure:1||response intensity:1||rolling:1||s test:1||scanning electron microscope:1||sedimentation basin:1||short circuit flow:1||simulated pipeline experiment:1||sintering:1||sludge deposit distribution:1||sustainability:1||tracer test:1||twophase simulation:1||ultrasonic flow meter:1||ultrasonic flowmeter:1||water hammer:1||water quality parameters:1||water security:1||water supply pipe network:1||weir:1||가정용:1||감압밸브:1||거리기반 이상치 탐색:1||공기역세:1||금속막:1||급폐쇄:1||난류에너지 소산율:1||납:1||녹지부지 및 처리공법 환산 계수:1||누수관리:1||다중 배관:1||다지관:1||다항목 수질자료:1||단락류:1||대중탕 용수:1||데이터 마이닝:1||도시지역 초기 우수:1||라그랑지안:1||막 역세척수:1||막 오염:1||막모듈:1||망간:1||모릴지수(Morill index):1||모형 구성:1||무기 오염물질:1||물안보:1||변동계수:1||병열 배열형 상향류식 침전지:1||분산형 용수공급 시스템:1||사류:1||사이드 스트림:1||사이드 스트림 방식 정밀여과 막 모듈:1||상수 공급 관망:1||상수 관망:1||상수관망 모델링:1||상수도 시스템:1||상수도시스템:1||선형필터 모델:1||섬유사 여재:1||소블록:1||소요면적:1||수리거동:1||수리거동지표:1||수리구조 개선:1||수요할당:1||수질오염 감시체계:1||수질오염감시:1||수질자료:1||수충격:1||스마트 필터 시스템:1||압력 관리:1||앙상블 경험적 모드 분해:1||업무용:1||역세척:1||영업용:1||완전 혼화 반응조:1||우류식 응집지:1||운영조건:1||유량 균등 분배:1||유량 분배 균등성:1||유입 유량 변동:1||유입부 구조:1||유입유량 불균등:1||의사결정나무 분석:1||이동평균 필터 및 주파수분석:1||이상치 탐색:1||이중 격벽:1||이중배관:1||인접행렬:1||저압막:1||주파수:1||지속가능성:1||차아염소산나트륨:1||초음파유량계:1||최소 반응 농도:1||최소동수경사법:1||최적 운영조건:1||최적화 기법:1||침전속도:1||침전지:1||침전효율:1||카드뮴:1||코로나19 대유행:1||크롬:1||타당성 연구:1||탁도:1||통계분석:1||폴리아민계 고분자 응집제:1||하･폐수처리시설:1||A Hybrid Model Construction:1||현장제조형 염소발생기:1||A2O:1||ADV:1||ADV(Acoustic Doppler Velocimeter):1||AR(p)모형:1||Air scouring:1||Airscoured:1||Airscouringmembrane backwash water:1||Algae particles:1||Automated Water Quality Monitoring System:1||Autoregressive Model:1||Autoregressive integrated moving average model:1||Autoregressive model:1||Autotrophic denitrification:1||Backwash:1||Backwashing:1||Biofilter:1||Biological wastewater treatment:1||Biomass:1||Bubble size:1||Business:1||CDI (chlorine disinfection index):1||CFD (Computational Fluid Dynamics):1||CFD (Computational Fluid Dynamics) simulation:1||CFD (computational fluid dynamics):1||CFD 모사:1||COVID19 Pandemic:1||CSTR (Complete Stirrer Tank Reactor):1||CSTR (Continuos Stirred Tank Reactor):1||CWS:1||Cadmium:1||Chisquared distribution:1||Chrome:1||Coefficient of Variation:1||Computational Fluid Dynamics(CFD):1||Contamination Warning System:1||Continuous Stirredtank Reactor (CSTR):1||

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