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Numerical Study of River Bed Morphology Based on Water Level Management on the Upstream of Dalsung Weir in Nakdong River : 낙동강 달성보 상류관리수위 운영에 따른 하천지형 변화의 수치적 연구

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dc.contributor.advisorVan Thinh Nguyen-
dc.contributor.author윤노아-
dc.date.accessioned2017-07-14T04:17:49Z-
dc.date.available2017-07-14T04:17:49Z-
dc.date.issued2016-02-
dc.identifier.other000000131933-
dc.identifier.urihttps://hdl.handle.net/10371/124316-
dc.description학위논문 (석사)-- 서울대학교 대학원 : 건설환경공학부, 2016. 2. Van Thinh Nguyen.-
dc.description.abstractAfter Four Major Rivers Restoration Project, several new weirs have been built on the Han, Nakdong, Geum and Yeongsan Rivers. As a result, river environment has been effected. Unfortunately, there are a few studies on bed morphology due to the weir operations. One of the function of multipurpose weirs is to control the water depth and discharge. Bed morphology in rivers is driven by several parameters, such as water depth, velocity, discharge, water surface slope, geometry, and river bed materials, etc., and which are interacted each other. Therefore, different hydraulic conditions will lead to different bed evolutions.
The objective of this study is to apply an open source CFD software package, the TELEMAC2D, to simulate hydrodynamics, sediment transport and bed morphology on a stretch of Nakdong River located between two weirs, Gangjeong and Dalsung Weirs, whose length is around 20 km. The real bathymetry of the river stretch have been implemented in the numerical model. Numerical results have been validated against available field observation data, and thereafter the numerical model can be applied to answer the what-if questions following the practical water level management.
The critical change in bed morphology occurs at the conjunction of Nakdong and Keumho Rivers, and at the meanders. The impact of water level management to bed evolution is intensively analysed from several practical management scenarios. Higher bed evolution occurs once lower water level scenario is applied to the upstream of Dalsung Weir. The study on the effect of sediment gradation shows that the fine and very fine sands have been easily transferred to the downstream than other grade of the sediments. Consequently, these ranges of sands are accumulated more on the upstream of Dalsung Weir. To operate Dalsung Weir, maintaining water surface elevation at EL. 14 m seems to be effective to prevent significant bed evolution, which has been shown from the simulations of several management scenarios.
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dc.description.tableofcontentsChapter 1. Introduction 1
1.1 Background & necessity of research 1
1.2 Description of bed morphology in meandering channel 2
1.3 Objectives of the study 3

Chapter 2. Problem definition 5
2.1 Overview of study area in Nakdong River 6
2.2 Alternatives to solve sediment transport problem 8
2.3 Need of a numerical model application 9

Chapter 3. Methodology 11
3.1 Literature review of numerical simulations of sediment transport 11
3.2 TELEMAC model description 14
3.2.1 Procedure of TELEMAC Simulation 15
3.2.2 Description of the hydrodynamic module: TELEMAC-2D 17
3.2.3 Description of the sediment transport module: Sisyphe 25

Chapter 4. Model validation 35
4.1 Validation against parameter for secondary currents effect 37
4.2 Calibration of bed load transport formulae 38

Chapter 5. Applications and results 41
5.1 Validation of the Hydrodynamic module 42
5.2 Evaluation of bed evolution based on water level management 54
5.2.1 Minor Flood Scenario (1-year flood) 57
5.2.2 High Flood Scenario (10-year flood) 69
5.3 Effect of Sediment Gradation 80

Chapter 6. Conclusions 86

References 88

초록 91
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dc.formatapplication/pdf-
dc.format.extent7757468 bytes-
dc.format.mediumapplication/pdf-
dc.language.isoen-
dc.publisher서울대학교 대학원-
dc.subjectSediment transport-
dc.subjecterosion-
dc.subjectdeposition-
dc.subjectwater surface elevation-
dc.subjectbed morphology-
dc.subjectwater level management-
dc.subject.ddc624-
dc.titleNumerical Study of River Bed Morphology Based on Water Level Management on the Upstream of Dalsung Weir in Nakdong River-
dc.title.alternative낙동강 달성보 상류관리수위 운영에 따른 하천지형 변화의 수치적 연구-
dc.typeThesis-
dc.contributor.AlternativeAuthorNoah Yun-
dc.description.degreeMaster-
dc.citation.pagesviii, 92-
dc.contributor.affiliation공과대학 건설환경공학부-
dc.date.awarded2016-02-
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