Abstract

Simulation of the hydro- and morphodynamic processes near coastal inlets is important but challenging, due to multiple interacting forces (waves, wind, tides, river flows, density currents, etc.) on a wide range of spatial and temporal scales. A number of 2-D models have been used in the past, but recently 3-D models have gained more and more attentions because better accuracy and reliability are desired. A 3-D model has been developed in this study to simulate the complex flow, sediment transport and bed change near coastal inlets.

Highlights

  • The flow model uses the 3-D phase-averaged shallow water flow equations with wave radiation stresses

  • A number of 2-D models have been used in the past, but recently 3-D models have gained more and more attentions because better accuracy and reliability are desired

  • A 3-D model has been developed in this study to simulate the complex flow, sediment transport and bed change near coastal inlets

Read more

Summary

Introduction

The flow model uses the 3-D phase-averaged shallow water flow equations with wave radiation stresses. Simulation of the hydro- and morphodynamic processes near coastal inlets is important but challenging, due to multiple interacting forces (waves, wind, tides, river flows, density currents, etc.) on a wide range of spatial and temporal scales. A 3-D model has been developed in this study to simulate the complex flow, sediment transport and bed change near coastal inlets.

Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call