期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
A New Form of Boussineq Equation with Improved Linear Dispersion Characteristics 被引量:1
1
作者 zhang, yg Li, YC 《China Ocean Engineering》 SCIE EI 1999年第1期11-20,共10页
It has been shown that Boussinesq type equations, which include the lowest order effects of nonlinearity and frequency dispersion, can provide an accurate description of wave evolution in coastal regions. But differen... It has been shown that Boussinesq type equations, which include the lowest order effects of nonlinearity and frequency dispersion, can provide an accurate description of wave evolution in coastal regions. But different linear dispersion characteristics of the equation can be obtained by different integrating method. In this paper, a new form of the Boussinesq equation is derived by use of two different layer horizontal velocity variables instead of the commonly used depth-averaged velocity or an arbitrary layer velocity. This significantly improves the linear dispersion properties of the Boussinesq equation and enables it to be applied to a wider range of water depth. 展开更多
关键词 Boussinesq equation Airy wave Pade approximation numerical simulation irregular wave
下载PDF
Numerical Simulation of Abnormal Wave Height Change Induced by Excavated Waterway with Boussinesq Equation
2
作者 zhang, yg Li, YC 《China Ocean Engineering》 SCIE EI 1998年第1期63-72,共10页
A nonlinear numerical model has been set up by use of Boussinesq Equation with finite difference method, and has been applied to the simulation of the abnormal change of wave height induced by excavated waterway. Nume... A nonlinear numerical model has been set up by use of Boussinesq Equation with finite difference method, and has been applied to the simulation of the abnormal change of wave height induced by excavated waterway. Numerical results demonstrate that the abnormal change of wave height is due to the adding of the reflected wave height induced by excavated waterway to the incident wave height. Because the angle between the incident wave and the axis of the waterway is smaller than the critical angle, the reflected wave produced by the waterway may propagate to the breakwater and may be added with the incident wave, then the abnormal change of wave height before the breakwater may be caused. So the wave reflection caused by the change of water depth cannot be neglected. 展开更多
关键词 Boussinesq Equation numerical simulation regular wave excavated waterway wave height
下载PDF
A NEW. NEO-CLERODANE DITERPENE FROM AJUGA NIPPONENSIS
3
作者 Liu, Z Li, ZQ +4 位作者 zhang, CX Chen, RY zhang, yg Qiu, YT Zhao, SH 《Chinese Chemical Letters》 SCIE CAS CSCD 1995年第7期581-582,共2页
This paper describes the structural elucidation of a new insecticiaal neoclerodane diterpene Ajagamarin L-2 from Ajuga nipponensis,based on spectral data and X-ray diffraction analysis as 4,18-epoxy-6 alpha -hydroxy-1... This paper describes the structural elucidation of a new insecticiaal neoclerodane diterpene Ajagamarin L-2 from Ajuga nipponensis,based on spectral data and X-ray diffraction analysis as 4,18-epoxy-6 alpha -hydroxy-19-tigloyloxy-neo-clerod-13 (14) -en-15, 16-olide. 展开更多
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部