본문 바로가기
KERD
논문KCI 등재

부유 물질 거동 분석을 위한 실규모 실험 및 입자 분산 모형 적용

Real Scale Experiment for Suspended Solid Transport Analysis and Modeling of Particle Dispersion Model

0

조회

0

다운로드

0

인용

0

참고문헌

키워드

초록

본 연구에서는 하천실험센터에서 부유 물질 실험을 수행하여 부유 물질의 거동 및 확산을 관찰하고 이를 입자분산모형을 통하여 그 이동을 구현하고자 하였다. 규사를 물과 믹서기를 이용하여 혼합한 후 실규모 크기의 실험수로에 인위적으로 투입하고 레이저부유사측정기(LISST)를 이용하여 부유 물질의 농도를 측정하였다. 실험에서 드론 이미지 및 부유사 측정기 관측 데이터와 입자 분산 모형을 통해 부유 물질의 거동을 모의하여 비교한 결과, 비교적 실험 결과가 구현이 잘 된 것을 확인할 수 있었다. 이를 통하여 입자 분산 모형의 적용성은 물론, 높은 강우량으로 인한 유량 발생 시 부유 물질 예측 활용성을 기대할 수 있게 되었다.

Abstract

In this research a suspended solid transport experiment was conducted in the river experiment center to find the characteristics and dispersion of the material. Modeling by the particle dispersion model was also executed to reproduce the suspended solid transport. The suspended solid was consisted of a mixture of silica and water using a mixing equipment, which was then introduced into a real-scale flume and measured with the laser-diffraction based particle size analyzer(LISST) to find the concentration of the material. The comparison between the measured suspended solid concentration using drone images and particle size analyzers, with the model showed a good match overall, which proved the applicability of the model. Along with finding the model applicability, the research showed the potential for suspended solid estimation in high flow situations with high rainfall.

참고문헌 (21)

  1. Weiming Wu, "One-Dimensional Numerical Model for Nonuniform Sediment Transport under Unsteady Flows in Channel Networks", Journal of Hydraulic Engineering, 130(9), pp.914~923 (2004), American Society of Civil Engineers (ASCE)[DOI]
  2. Weiming Wu, "3D Numerical Modeling of Flow and Sediment Transport in Open Channels", Journal of Hydraulic Engineering, 126(1), pp.4~15 (2000), American Society of Civil Engineers (ASCE)[DOI]
  3. Yoshiyuki Iso, "A Grid-Free Lagrangian Approach of Vortex Method and Particle Trajectory Tracking Method Applied to Internal Fluid-Solid Two-Phase Flows", Journal of Fluids Engineering, 130(1), pp.011401~ (2008), ASME International[DOI]
  4. A.M. De Girolamo, "Temporal variability of suspended sediment transport and rating curves in a Mediterranean river basin: The Celone (SE Italy)", CATENA, 128, pp.135~143 (2015), Elsevier BV[DOI]
  5. Junsheng Jiang, "Two-phase modeling of suspended sediment distribution in open channel flows", Journal of Hydraulic Research, 42(3), pp.273~281 (2010), Informa UK Limited[DOI]
  6. 서강현, "실규모 현장 실험 기반 H-ADCP 초음파 산란도 활용 소하천용 하천 부유사 농도 측정 기법 개발", 대한토목학회논문집(국문), 36(6), pp.1023~1035 (2016), 대한토목학회[DOI]
  7. Thomas E. Lisle, "Evolution of a sediment wave in an experimental channel", Water Resources Research, 33(8), pp.1971~1981 (1997), American Geophysical Union (AGU)[DOI]
  8. Mary Ann Madej, "Channel responses to varying sediment input: A flume experiment modeled after Redwood Creek, California", Geomorphology, 103(4), pp.507~519 (2009), Elsevier BV[DOI]
  9. Inhwan Park, "Modeling non-Fickian pollutant mixing in open channel flows using two-dimensional particle dispersion model", Advances in Water Resources, 111, pp.105~120 (2018), Elsevier BV[DOI]
  10. Il Won Seo, "Analysis of Two-Dimensional Mixing in Natural Streams Based on Transient Tracer Tests", Journal of Hydraulic Engineering, 142(8), pp.04016020~ (2016), American Society of Civil Engineers (ASCE)[DOI]
  11. 임진택, "농업용 방제드론의 방제면적 산출 알고리즘에 관한 연구", 융합정보논문지, 10(10), pp.135~142 (2020), 중소기업융합학회[DOI]
  12. Ken T.M. Wong, "A deterministic Lagrangian particle separation-based method for advective-diffusion problems", Communications in Nonlinear Science and Numerical Simulation, 13(10), pp.2071~2090 (2008), Elsevier BV[DOI]
  13. H. B. Fischer, "Mixing in Inland and Coastal Waters" (1979), Academic Press
  14. G. E. P. Box, "A Note on the Generation of Random Normal Deviates", The Annals of Mathematical Statistics, 29, pp.610~611 (1958)
  15. I. L. Rozovskiĭ, "Flow of water in bends of open channels" (1957), Academy of Sciences of the Ukrainian SSR
  16. Chang Geun Song, "Analysis of secondary current effect in the modeling of shallow flow in open channels", Advances in Water Resources, 41, pp.29~48 (2012), Elsevier BV[DOI]
  17. 최상도, "하천범람과 내수침수의 개별적·복합적 고려에 따른 흐름 특성의 수치적 비교", 융합정보논문지, 10(10), pp.115~122 (2020), 중소기업융합학회[DOI]
  18. 유동현, "동수역학 모형을 이용한 침수사고 분석 및 특성요인도를 활용한 재해 원인 고찰", 융합정보논문지, 10(10), pp.128~134 (2020), 중소기업융합학회[DOI]
  19. A. Jacob Odgaard, "Meander Flow Model. I: Development", Journal of Hydraulic Engineering, 112(12), pp.1117~1135 (1986), American Society of Civil Engineers (ASCE)[DOI]
  20. Lukas Schmocker, "Driftwood: Risk Analysis and Engineering Measures", Journal of Hydraulic Engineering, 139(7), pp.683~695 (2013), American Society of Civil Engineers (ASCE)[DOI]
  21. M. H. Park, "Instruction of korea institute of civil engineering and building technology river experiment center", Journal of Korea Water Resource Association, 44(11), pp.58~65 (2011)

관련 논문AI추천

이 간행물의 다른 논문 (30건)