臺灣博碩士論文加值系統

The goal of this study is to analyze the effects of the increase in mean water level due to the presence of breaking waves on coastal inundation using a coupled wave circulation model system. The system includes a wave model, SWAM, which is a third simulation model and circulation model SHORESIRC. Observed wave heights velocities in New River northern California, USA, are used for validations during both calm and stormy conditions. Comparisons show good agreement between the model results and observations. Model skill for waves and circulation is evaluated at about 30 locations throughout the inlet, including a recently dredged navigation channel, a shallower channel a flood tidal delta and ebb tidal deltas for a range of flow conditions in May 2012. Model skill for flow velocity and wave high are high in the channels. Model results demonstrate that wave and induced setup is balance, with the pressure gradient term and tidal modulation playing an important role in predicting wave setup

ABSTRACT I
ACKNOWLEDGEMENTS II
TABLE OF CONTENTS III
LIST OF FIGURES V
CHAPTER ONE INTRODUCTION 1
1-1 Research Background. 1
1-2 General description of wave setup 7
1-3 Objectives of this research. 10
1.4 Outline of this research 11
CHAPTER TWO STUDY SITE 13
CHAPTER THREE MODEL THERORY USED IN THIS RESEARCH 15
3-1 Wave Model-SWAN 15
3-2 Action Balance Equation for SWAN model 16
3-3 Wind Generation (Sin) 17
3-4 Dissipation 18
3-5 Nonlinear Wave-Wave Interaction 19
3-6 Boundary and Initial Conditions 20
3-7 Numerical Solution Scheme 21
3-8 Nearshore Circulation Model – SHORECIRC 21
3-9 Governing Equation for SHORECIRC 22
3-10 Boundary conditions for SHORECIRC 24
3-11 Wind Surface Stress 25
3-12 Numerical Solution Scheme. 26
3-13 Coupler 27
CHAPTER FOUR MODEL SIMULATION 28
CHAPTER FIVE DISCUSSION OF THE MODEL WAVE SETUP 33
CHAPTER SIX CONCLUSION AND RECOMMENDATIONS 74
Recommendations and suggestions 75
REFERENCES 77

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