本文利用目前已有的技术环境,使用Visual Studio 2005sp1在DirectX SDK Dec2006与OGRE类库对三维场景中的水体效果进行实现。三维水体主要实现动态水面效果,包括反射、折射和波动的海面效果,并且对水面材质、波动的纹理、波动幅度等细...本文利用目前已有的技术环境,使用Visual Studio 2005sp1在DirectX SDK Dec2006与OGRE类库对三维场景中的水体效果进行实现。三维水体主要实现动态水面效果,包括反射、折射和波动的海面效果,并且对水面材质、波动的纹理、波动幅度等细节进行设置。另外,本文还对实现水体效果的四种主流方法进行比较,指出各种方法比较适用的水体效果。展开更多
Oblique wave interaction with a two-layer breakwater consisting of perforated front and back wall in the presence of bottom undulations is analyzed.Wave characteristics are studied in the framework of small-amplitude ...Oblique wave interaction with a two-layer breakwater consisting of perforated front and back wall in the presence of bottom undulations is analyzed.Wave characteristics are studied in the framework of small-amplitude wave theory,and Darcy’s law is used for flow past porous structures.The varying bottom topography spanned over a finite interval connected by two semi-infinite intervals of uniform water depths.Eigenfunction expansion method is used to handle the solution in the regions of uniform bottom and a modified mild-slope equation along with jump conditions is employed for varying bottom topography.Reflection,transmission,and wave energy dissipation coefficients are obtained numerically by applying the matrix method to understand the effects of several physical quantities such as wavenumber,porosity,and angle of incidence.The transmission coefficient reduces significantly and the wave energy dissipation is high for the present model.Also,Bragg scattering is analyzed in the presence of step-type rippled bottom and presented in this paper.展开更多
文摘本文利用目前已有的技术环境,使用Visual Studio 2005sp1在DirectX SDK Dec2006与OGRE类库对三维场景中的水体效果进行实现。三维水体主要实现动态水面效果,包括反射、折射和波动的海面效果,并且对水面材质、波动的纹理、波动幅度等细节进行设置。另外,本文还对实现水体效果的四种主流方法进行比较,指出各种方法比较适用的水体效果。
基金Saista Tabssum acknowledges the Institute post-doctoral fellowship grant from Indian Institute of Technology,Bombay.
文摘Oblique wave interaction with a two-layer breakwater consisting of perforated front and back wall in the presence of bottom undulations is analyzed.Wave characteristics are studied in the framework of small-amplitude wave theory,and Darcy’s law is used for flow past porous structures.The varying bottom topography spanned over a finite interval connected by two semi-infinite intervals of uniform water depths.Eigenfunction expansion method is used to handle the solution in the regions of uniform bottom and a modified mild-slope equation along with jump conditions is employed for varying bottom topography.Reflection,transmission,and wave energy dissipation coefficients are obtained numerically by applying the matrix method to understand the effects of several physical quantities such as wavenumber,porosity,and angle of incidence.The transmission coefficient reduces significantly and the wave energy dissipation is high for the present model.Also,Bragg scattering is analyzed in the presence of step-type rippled bottom and presented in this paper.
