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      KCI등재

      장방형 2차 침전지 유출부의 구조가 유동 및 성능에 미치는 영향에 대한 수치 해석적 연구 = Numerical Analysis of the Outlet Structure Effect on the Flow and Settling Performance of the Rectangular Clarifiers

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      https://www.riss.kr/link?id=A75375253

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      다국어 초록 (Multilingual Abstract)

      Proper operation of clarifier partly depends on outlet conditions. Effluent has to be uniformly withdrawn to prevent scouring of settled sludge and carry over of settling sludge from the clarifier. In this paper, 3-D numerical model was employed to analyze the flow and settling performance of the rectangular clarifier. There were two simulation conditions of which in the same clarifier, the first one was assumed to have a 11.5 meter weir length and the second has 8.5 meters. Shape, location and placement of the weir structure were different, but both of those outlets meet weir loading design criteria. Simulation results indicate that clarifier with longer weir generally gave strong and unstable currents at the mid-stream where the weir starts while in the clarifier with short and relatively simple weir, uniform and stable flow was observed in most parts of the settling zone, and especially at the weir region. These flow conditions affected settling performance. Effulent SS concentration from clarifier equipped with the long and complicated placement of weir was 24.5 ㎎/L, but 7.0 ㎎/L from the clarfieir having short weir length. From this study, it can be concluded that as reported from other studies, weir loading does not guarantee settling performance and 3-D numerical model can be a useful tool for determining and validating outlet structure.
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      Proper operation of clarifier partly depends on outlet conditions. Effluent has to be uniformly withdrawn to prevent scouring of settled sludge and carry over of settling sludge from the clarifier. In this paper, 3-D numerical model was employed to an...

      Proper operation of clarifier partly depends on outlet conditions. Effluent has to be uniformly withdrawn to prevent scouring of settled sludge and carry over of settling sludge from the clarifier. In this paper, 3-D numerical model was employed to analyze the flow and settling performance of the rectangular clarifier. There were two simulation conditions of which in the same clarifier, the first one was assumed to have a 11.5 meter weir length and the second has 8.5 meters. Shape, location and placement of the weir structure were different, but both of those outlets meet weir loading design criteria. Simulation results indicate that clarifier with longer weir generally gave strong and unstable currents at the mid-stream where the weir starts while in the clarifier with short and relatively simple weir, uniform and stable flow was observed in most parts of the settling zone, and especially at the weir region. These flow conditions affected settling performance. Effulent SS concentration from clarifier equipped with the long and complicated placement of weir was 24.5 ㎎/L, but 7.0 ㎎/L from the clarfieir having short weir length. From this study, it can be concluded that as reported from other studies, weir loading does not guarantee settling performance and 3-D numerical model can be a useful tool for determining and validating outlet structure.

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      참고문헌 (Reference)

      1 "침전 및 부상 - 수리학적 계산을 중심으로" 한국수자원공사 2001

      2 "전국하수종말처리장 실태조사자료" 환경부 2004

      3 "유입구 정류벽 최적설계에 의한 최종 침전시 성능 개선 연구" 177-183, 2005

      4 "Waterwater Engineering Treatment, Disposal, and Reuse, 4th Edition" McGraw-Hill 834-, 2003

      5 "Solid Routing in an Activated Sludge Process during Hydraulic Overloads" 34 (34): 9-16, 1996

      6 "Natural Convection Flow in a Square Cavity Calculated with Low-Reynolds-Number Turbulence Models. International" 34 : 1543-1557, 1991

      7 "Lectures in Mathematical Models of Turbulence." Academic Press 1972

      8 "Effect of Hydraulic and Solid Loading on Clarifier Performance" 31 (31): 461-478, 1993

      9 "Drag Coefficient and Terminal Velocity of Spherical and Nonspherical Particles" 63-70, 1989

      10 "Design of Municipal Wastewater Treatment Plants" 1992

      1 "침전 및 부상 - 수리학적 계산을 중심으로" 한국수자원공사 2001

      2 "전국하수종말처리장 실태조사자료" 환경부 2004

      3 "유입구 정류벽 최적설계에 의한 최종 침전시 성능 개선 연구" 177-183, 2005

      4 "Waterwater Engineering Treatment, Disposal, and Reuse, 4th Edition" McGraw-Hill 834-, 2003

      5 "Solid Routing in an Activated Sludge Process during Hydraulic Overloads" 34 (34): 9-16, 1996

      6 "Natural Convection Flow in a Square Cavity Calculated with Low-Reynolds-Number Turbulence Models. International" 34 : 1543-1557, 1991

      7 "Lectures in Mathematical Models of Turbulence." Academic Press 1972

      8 "Effect of Hydraulic and Solid Loading on Clarifier Performance" 31 (31): 461-478, 1993

      9 "Drag Coefficient and Terminal Velocity of Spherical and Nonspherical Particles" 63-70, 1989

      10 "Design of Municipal Wastewater Treatment Plants" 1992

      11 "Computational Fluid Dynamics" John Wiley 1990

      12 "Bulking, Deflocculation and Pin-point Floc" 51 : 62-, 1979

      13 "Analysis of Thickening Performance of Final Settling Tanks" 33-54, 1972

      14 "A Generalized Settling Approach in the Numerical Modeling of Sedimentation Tanks" 38 (38): 95-102, 1998

      15 "2차 침전지의 효율개선 및 개량방안" 53 (53): 88-94, 2005

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2018-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2012-01-01 학술지명변경 한글명 : 수질보전 한국물환경학회지 -> 한국물환경학회지
      외국어명 : 미등록 -> Journal of Korean Society on Water Environment
      KCI등재
      2011-12-27 학회명변경 영문명 : Korean Society on Water Quality -> Korean Society on Water Environment KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-07-22 학회명변경 영문명 : Journal Of Korean Society On Water Qulity -> Korean Society on Water Quality KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2003-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2001-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.51 0.51 0.46
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.43 0.39 0.613 0.15
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