• 제목/요약/키워드: Morill index

검색결과 7건 처리시간 0.015초

경사판 침전지의 수리학적 특성에 대한 구조물의 영향 (Effects of Various Baffles on Hydraulic Characteristics in the Sedimentation Basin with Inclined Plate Settler)

  • 유명진;김현철;명규남;류성호;조항문
    • 상하수도학회지
    • /
    • 제18권4호
    • /
    • pp.427-436
    • /
    • 2004
  • Sedimentation is one of the most common and important units in conventional water treatment plants. Structure such as various baffle walls and inclined plate settler may be obstacles to the horizontal flow when it is poorly designed. Therefore, the effects of these structures on characteristics of hydraulic flow must be evaluated to improve the settling efficiency of the floc. The hydraulic characteristic of the four sedimentations at the three real WTPs (water treatment plants), which have different structural properties respectively inside the settling basin, were investigated by tracer (fluoride) test. The inclined plate settler installed inside settling basin caused a undesirable impact on horizontal flow and produced dead zone. Intermediate baffle and solid baffle wall under the inclined plate settler at GE plant help to minimize the formation of density currents and flow short circuiting. However, installing perforated baffle under the inclined plate settler at other plants could not induce even distribution of flow. NaF used as a tracer was recovered more than 90% at investigated all basin. Morill index ($t_{90}/t_{10}$), Modal index ($t_p/T-HRT$) and short-circuiting index ($[M-HRT-t_p/M-HRT$) were determined from tracer test results performed at three WTPs. Those indices ranged 2.99~3.45, 0.44~0.72 and 0.23~0.47, respectively.

경사판 침전지에서 저류벽의 설치위치에 따른 수리학적 특성의 평가 (Evaluation of Hydraulic Characteristics Influenced by Different Deflector Baffles in the Sedimentation Basin with Inclined Plate Settler)

  • 유명진;김현철;류성호
    • 한국물환경학회지
    • /
    • 제21권1호
    • /
    • pp.40-45
    • /
    • 2005
  • Sedimentation is one of the most common and important units in conventional water treatment plant. Structure such as various baffle walls and inclined plate settler may be obstacles to the horizontal flow when it is poorly designed. Therefore, the effects of these structures on characteristics of hydraulic flow must be evaluated to improve the settling efficiency of the floc. The hydraulic characteristic of the two sedimentations at Y water treatment plant (YWTP), which have different deflector baffles inside the settling basin, were investigated by tracer (fluoride) test. The inclined plate settler installed inside settling basin caused an undesirable impact on horizontal flow and produced dead zone. Solid baffle wall under the plate settler could help to minimize the formation of density currents and flow short circuiting. NaF used as a tracer was recovered more than 90% at investigated all basins. Morill index ($t_{90}/t_{10}$), Modal index ($t_p/T-HRT$) and short-circuiting index ($[M-HRT-t_p]/M-HRT$) were determined from tracer test results performed at YWTP. Those indices ranged 2.95~3.02, 0.40~0.53 and 0.32~0.46, respectively.

CFD를 이용한 우류식 응집지 수리해석에 관한 연구 (A CFD-based simulation study of a serpentine flocculation basin for potable water treatment)

  • 김성수;최종웅;박노석;김관엽
    • 상하수도학회지
    • /
    • 제28권2호
    • /
    • pp.225-233
    • /
    • 2014
  • This paper presents a Computational Fluid Dynamics(CFD) based simulation and experimental tracer test of flow pattern and turbulent energy dissipation inside a serpentine flocculation basin with continuous operation. Research focused on the evaluation of a specific flow pattern on the hydraulic behavior on the flocculation basin. From the results of CFD simulation and actual tracer test, both results were in good accordance with each other. Also, each Morill index were calculated as 1.5 from CFD simulation and 1.7 from actual tracer test, respectively. Especially, turbulence energy was dissipated relatively higher in the vicinity of inlet to the flocculation basin than other region. The differences between the CFD simulation and actual tracer test were 1.4 min in $T_{50}$, and 1.3 min in $T_p$, respectively.

경사 구조물이 침전지내 수리거동 Index에 미치는 영향 (A Study on the Effect of the Inclined Structure on the Hydraulic Behavior Index within Sedimentation basin)

  • 임성호;황준식;박노석;김성수;임경호
    • 상하수도학회지
    • /
    • 제23권5호
    • /
    • pp.517-526
    • /
    • 2009
  • This research has been conducted to investigate the characteristics of hydraulic behavior within the PAC contactor, the rectangular shape sedimentation basin without inclined tube and the other one with inclined tube those are parts of demonstration plants(capacity : $2,000m^3/d$) in Korea Institute of Water and Environment. As results of tracer tests, the flow within PAC contactor was evaluated to divided into plug flow and dead space distinctly, and characteristics of dead space was close to that of CSTR(Complete/continuous Stirred Tank Reactor). Also, considering Reynolds number, Froude number, Morill, Modal, NCSTR Inex and plug flow/mixed flow fraction, in the case of the rectangular shape sedimentation basin without inclined tube, the characteristics of flow pattern was close to CSTR. On the other hand, in the case of the basin with inclined tube, the region of CSTR decreased precisely compared with the case of no-tube. Until now we have recognized that the inclined hydraulic structure just reduces the surface loading rate within a sedimentation basin. Actually besides, the inclined structure have an important effect on the hydraulic behavior within the basin.

벽면 조도계수가 염소 접촉조 수리특성에 미치는 영향 연구 (Examining the effects of wall roughness on the hydraulic characteristics of chlorine contactor using Transient CFD Simulation Technique)

  • 채선하;임영택;차민환;김종오
    • 상하수도학회지
    • /
    • 제25권5호
    • /
    • pp.759-765
    • /
    • 2011
  • In this study, in order to investigate the effects of wall roughness on the hydraulic characteristics of chlorine contactor, CFD simulation and tracer tests were conducted for both of reactors whose walls are made of concrete and lined with PE(Poly Ethylene). In the case of walls contacted with water being lined with PE (relatively lower roughness), the flow within reactor is closer to plug flow than that in the case of concrete walls (relatively higher roughness). Especially, the longer tail of C-curve from the results of transient CFD simulation can tell that Morill index in the case concrete walls is much higher than that in the case of walls be lined with lower roughness material.

CFD에 의한 수직형 정수처리 실증시설 내 압력식 오존접촉조 성능개선에 관한 연구 (Study on performance improved design of pressure-type ozone contactor in multistorey water treatment plant by CFD)

  • 최종웅;김성수;김정현;김관엽
    • 상하수도학회지
    • /
    • 제28권4호
    • /
    • pp.431-440
    • /
    • 2014
  • The ozonation process has been widely used for drinking water disinfection around the world. Recently, the pressurized ozone contactor, in which the side stream typed ozone injection method is installed, has been applied to water treatment system. In this study, numerical calculations were conducted to compare prototype and screw-type ozone contactors based on hydraulic effectiveness in more details. The prototype ozone contactor was already installed and operated in domestic water treatment plant, and the screw-type is the suggested one for improving ozone contact efficiency installing the screw plate to the prototype. Screw turn numbers of screw plate were changed as 3, 5, 7 and 9, respectively for numerical simulation. The CT(concentration of disinfectant in mg/L times time in minutes) value was considered as one of the options for evaluating disinfection ability. From the results, it could be concluded that the performance of the screw-type is higher than that of the protype contactor by controlling the variable T as the tracer time. Also, Morill index of the screw-type(turn numbers = 5 ) appeared to be lower than the other.

전산유체해석(CFD) 모의를 이용한 다공형 스크류 노즐 입수관이 적용된 물탱크 내부의 사류구역 최소화에 대한 유동특성 (Fluid Flow Characteristics for Minimizing the Area of Rapid Flow Inside the Water Tank to which the Multiple Hoe Screw Nozzle Incurrent Canal is Applied, by Using the Computational Fluid Dynamics (CFD) Simulation)

  • 송준혁;권종우;최종웅;왕창근
    • 대한환경공학회지
    • /
    • 제37권1호
    • /
    • pp.23-33
    • /
    • 2015
  • 본 연구는 물탱크 내부의 사류구역 최소화에 목적을 두고 진행하였으며 입수관의 형태를 개선하여 물탱크 내부에서 발생하는 유동특성을 전산유체역학(Computational Fluid Dynamics, CFD)모사 기법을 이용하여 분석 하였다. 기존에 물탱크에 사용되던 자유낙하 방식의 입수관을 다공형 스크류 노즐 입수관으로 개선하고 유동 특성을 분석한 결과 노즐 안에 스크류 날개가 설치된 경우 유동흐름의 폭이 넓게 분사 되었으며 원통형 물탱크 내부에서도 넓은 유동 흐름이 나타났다. 또한 사각형 물탱크에 다공형 스크류 노즐 입수관이 1개 설치되어 있을 경우와 2개 설치되어있을 경우의 유동해석과 추적자모의를 수행하였으며 그 결과 입수관을 2개 설치할 경우 MODAL, MORILL index값이 1에 가깝게 나타나 Plug Flow 특성에 근접하단 결과를 얻을 수 있었다.