GRACE时变重力场各向异性高斯组合滤波方法

受测量误差等因素影响,直接使用GRACE时变重力场模型的地表质量变化反演结果呈现严重条带噪声,必须采用滤波消除。本文对不同滤波方法进行了试验分析,以信噪比最大为准则,确定了不同滤波方法的最优滤波参数,并在此基础上提出了一种各向异性组合滤波方法。该方法根据时变重力场模型球谐系数误差特性,结合各向异性高斯滤波和均方根滤波特点,对精度较高的低次项系数采用较大权重以保留更多有效信号,而对精度较差的高次项系数采用较小权重以压制噪声。不同于传统的两步法组合滤波,该方法仅需进行一步滤波处理。试验结果表明,本文提出的各向异性组合滤波方法计算步骤简单,能够有效消除条带噪声;与单一滤波和传统两步法组合滤波方法相比,提高了反演结果信噪比,保留了更多真实信号。     

High frequency S wave envelope synthesis using a multiple nonisotropic scattering model: application to aftershocks from the 2008 Wenchuan earthquake

Based on the formulation of a multiple non-isotropic scattering process, a characteristic source time is introduced to define the initial impulse width of energy density at the source. An analytical expression of the initial intensity spectral density of a seismic wave is incorporated into the integral equation of seismic wave energy density. And, a recursive formula of Green’s function is derived to obtain the higher order Green’s function, which is included to describe the stronger non-isotropic scattering process. Then, the effect of the scattering pattern on the energy density envelope is investigated by the modified scattering theory. Significant differences are found in the decay of the energy density envelopes with distances using different scattering patterns. The envelope synthesized by the forward dominated scattering pattern is larger than the results obtained by the isotropic and backward dominated scattering pattern. Different scattering patterns are also used to fit the observation data from the aftershocks of the 2008 Wenchuan earthquake. It is concluded that the envelopes synthesized by the forward scattering pattern can match the data better than the isotropic and backward dominated scattering cases, and a new interpretation of the coda wave is given. Finally, using the forward dominated scattering pattern, the envelope broadening of the observed data is reproduced.     

基于紊流随机理论的航槽三维流动数学模型

根据窦国仁的紊流随机理论，建立了一种模拟河口海岸水域中航槽三维流动的数学模型。采用控制体积法导出三维偏微分方程的离散格式；将水压力分解为动水压力和静水压力，用Patankar和Spalding提出的压力校正法求解动水压力，通过求解水位控制方程来得到自由表面；紊流模型采用安国仁提出的紊流随机理论，克服了k—ε模型中采用各向同性紊动粘滞系数的不足，而k—ε模型可作为紊流随机理论的一个特例。该模型计算了各种不同挖深比，各种航槽与水流交角的航槽流速分布，利用该模型计算得到的挖槽中的流速分布与水槽及水池试验资料相吻合。利用该模型可为开敞水域中开挖航槽的选择提供依据。     

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