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2024 Vol.57, Issue 4 Preview Page

Research Article

A review of transient storage modeling for analyzing one-dimensional non-fickian solute transport in rivers

1차원 Non-Fickian 하천혼합 해석을 위한 하천 저장대 모델링 연구 동향

Byunguk Kima
,
Il Won Seobc
,
Jun Song Kimd
,
Hyoseob Nohe*
김 병욱a
,
서 일원bc
,
김 준성d
,
노 효섭e*
aPh.D. Student, Department of Civil and Environmental Engineering, Seoul National University, Seoul, Korea
bProfessor Emeritus, Department of Civil and Environmental Engineering, Seoul National University, Seoul, Korea
cPrincipal Researcher, Institute of Construction and Environmental Engineering, Seoul National University, Seoul, Korea
dAssistant Professor, Department of Civil and Environmental Engineering, Hankyong National University, Anseong, Korea
ePostdoctoral Researcher, Institute of Construction and Environmental Engineering, Seoul National University, Seoul, Korea
a서울대학교 건설환경공학부 박사과정
b서울대학교 건설환경공학부 명예교수
c서울대학교 건설환경종합연구소 책임연구원
d한경대학교 건설환경공학부 조교수
e서울대학교 건설환경종합연구소 박사후연구원
*Corresponding Author
30 April 2024. pp. 263-276
PDF XML Citation
Abstract

Since the first introduction of one-dimensional transient storage modeling in the field of solute transport analysis in rivers, its application has notably expanded for various purposes, including for hydrology and geobiology over the past few decades. Despite strides in refining transient storage models, there remain unresolved challenges in simplifying complex river transport dynamics into concise formulas and a limited set of parameters. This review paper is dedicated to cataloging and assessing existing transient storage models, outlining the difficulties associated with model structures, parameters, and data, and suggesting directions for future research. We seek to enhance understanding of transient storage by highlighting the importance of continuously evaluating residence time distribution modeling, integrating hydrodynamic models, and using data with minimal assumptions. This paper would contribute to advance our comprehension of the transient storage process, offering insights into sophisticated modeling techniques, pinpointing uncertainty in parameters, and suggesting the necessary avenues for further study.

Keywords
River mixing
Transient storage model
Tracer test
Breakthrough curve
Residence time distribution

지형구조가 복잡한 자연하천에서의 오염물질의 혼합과 이송 현상을 해석하기 위해 개발된 1차원 저장대 모형은 1970년대에 처음으로 제시된 이후 하천 내 오염물질의 정체 현상의 정확한 분석을 목적으로 다양한 형태로 개선되어 왔으며, 지난 수년간 지표수 및 지하수 분야에서 오염물질의 거동 및 체류시간을 예측하는 도구로써 활발히 활용되어 왔다. 그럼에도 불구하고 1차원 저장대 모형은 복잡한 자연하천의 혼합 기작을 제한된 매개변수를 통해 단순화하기 때문에 아직 해결되지 않은 숙제가 남아 있다. 본 리뷰 논문에서는 현재까지 개발된 저장대 모형의 장·단점을 설명하고, 모형의 구조적, 비구조적 불확실성에 대한 문제를 제기하고, 이를 극복하기 위해 필요한 연구의 방향성을 제시하였다. 본 연구 결과, 지속적인 정체시간분포 모델링에 대한 개선, 동수역학 해석 모형과 저장대 모형과의 결합, 그리고 추적자 실험 자료 수집 과정에서 불확도 개선을 통해 저장대 모형의 정확도를 향상시킬 수 있음을 알 수 있다. 모형의 복잡성을 증가시켜 정확도를 강화하는 방안은 지양하여야 하며, 모형 매개변수를 통한 하천의 정체특성 해석에는 수리·지형학적 근거와 추적자 실험 자료와 매개변수 추정 방식의 신뢰성이 함께 제시되어야 한다. 본 연구의 분석 결과와 제언은 저장대 모형을 통한 정밀한 하천 혼합 해석의 향후 연구에 토대가 될 것으로 기대한다.

키워드
하천 혼합
저장대 모형
추적자 실험
모형 매개변수 추정
농도 곡선
체류 시간 분포
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Information
  • Publisher :KOREA WATER RESOURECES ASSOCIATION
  • Publisher(Ko) :한국수자원학회
  • Journal Title :Journal of Korea Water Resources Association
  • Journal Title(Ko) :한국수자원학회 논문집
  • Volume : 57
  • No :4
  • Pages :263-276
  • Received Date : 2024-02-08
  • Revised Date : 2024-03-21
  • Accepted Date : 2024-03-27
  • DOI :https://doi.org/10.3741/JKWRA.2024.57.4.263
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