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CFD를 이용한 정수처리 공정 내 유량변동시 수리흐름 해석에 관한 연구Unsteady Analysis of Hydraulic Behavior Characteristics in Water Treatment System Using CFD Simulation

Other Titles
Unsteady Analysis of Hydraulic Behavior Characteristics in Water Treatment System Using CFD Simulation
Authors
김성수최종웅박노석왕창근
Issue Date
2013
Publisher
대한상하수도학회
Keywords
Distribution channel; inlet equity; CFD(Computational Fluid Dynamics); flow distribution; 분배수로; 유입유량 균등성; 전산유체역학; 유량분배
Citation
상하수도학회지, v.27, no.2, pp 215 - 222
Pages
8
Indexed
KCI
Journal Title
상하수도학회지
Volume
27
Number
2
Start Page
215
End Page
222
URI
https://scholarworks.gnu.ac.kr/handle/sw.gnu/21505
ISSN
1225-7672
2287-822X
Abstract
The fluctuation of inlet flow to a water treatment plant makes a serious problem that it can change the outlet flow-rate from each process abruptly. Since it takes very short time for the surface wave occurred from the fluctuation of inlet flow to reach the latter processes, it is impossible for operators to cope with that stably. In order to investigate the characteristics of hydraulic behavior for rectangular sedimentation basin in water treatment plant, CFD(Computational Fluid Dynamics) simulation were employed. From the results of both CFD simulations, it was confirmed that time taken for the follow-up processes by the fluctuation in intake well can be estimated by the propagation velocity of surface waves. Also, it takes very short time for the surface wave occurred from the fluctuation of inlet flow to reach the latter processes. In the case of inlet flowerate being increased sharply, local velocity within sedimentation basin appeared as wave pattern and increased due to convection current. Also, it could be observed that vortex made local velocity in the vicinity of bottom rise.
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공과대학 (토목공학과)
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