LARGE-SCALE LABORATORY EXPERIMENTS AND NUMERICAL MODELING OF WAVE FORCE AND PRESSURE ACTING ON THE URBAN STRUCTURES
PDF

How to Cite

Lee, D., Shin, S., Park, H., & Cox, D. (2020). LARGE-SCALE LABORATORY EXPERIMENTS AND NUMERICAL MODELING OF WAVE FORCE AND PRESSURE ACTING ON THE URBAN STRUCTURES. Coastal Engineering Proceedings, (36v), structures.28. https://doi.org/10.9753/icce.v36v.structures.28

Abstract

Low lying coastal communities are most vulnerable to the flooding which causes from sea-level rise (SLR), and extreme coastal flooding events such as hurricanes and tsunami. Notably, the high elevation of sea-levels due to SLR and local tidal conditions could accelerate the damages on the coastal communities. Hard coastal structures such as a submerged breakwater and seawall would consider minimizing the impacts of overland flows to the urban area from the extreme coastal events, but the effectiveness of those hard structures are significantly alter depending on the various waves and sea-level conditions.

Recorded Presentation from the vICCE (YouTube Link): https://youtu.be/GCOOpB4C3tA
https://doi.org/10.9753/icce.v36v.structures.28
PDF

References

Kessling, Springer, Jasak, Schutz, Urban, Piesche (2010): A coupled pressure based solution algorithm based on the volume-of-fluid approach for two or more immiscible fluids, European Conference on Computational Fluid Dynamics, ECCOMAS CFD.

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.