Mathematical modeling, Sediment Transport, and Beach Deformation
Mathematical Modeling for Cross Shore Sediment Transport and Beach Deformation under Regular and Irregular Waves
Many numerical models had been developed to compute sediment transport rate. However, most of the models were developed under limited experimental conditions. Therefore their validity is limited according to the range of experimental conditions which were employed in the calibration. The evidence is that many models exist. The main objective of this research is to develop a reliable sediment transport model based on a wide range of experimental conditions.
Master Theses Supervised
1999 : Piyamarn Leangruxa. Wave Height Transformation Across Shore.
2001 : Romanee Karunchintadit. Irregular Wave Models.
2002 : Thirapat Vivattanasirisak. Breaker Height Formulas.
2006 : Sangapol Sawanggun. Transformation of Representative Wave Heights.