2003年中国及邻区地磁场模型的计算与分析

根据2003年中国地区的135个测点和35个台站的地磁数据, 建立了2003年中国及邻区地磁场泰勒多项式模型和球冠谐模型. 在模型计算过程中, 细致地分析了模型的截断阶数和边界约束对模型计算的影响. 结果表明, 所使用的地磁观测资料是准确可靠的, 模型截断阶数的选取是合理的. 本文所建立的中国区域地磁场球冠谐模型与泰勒多项式模型具有良好的一致性.      

阿穆尔板块相对欧亚板块的欧拉运动

利用中国东北地区1998～2005年的GPS数据,结合俄罗斯、韩国和蒙古的部分GPS观测资料,用加权最小二乘方法以迭代的方式解算了阿穆尔板块相对欧亚板块的欧拉运动矢量。最终的33个测站的位移速率加权均方根残差(WRMS)为0.98mm/a。计算结果表明阿穆尔相对欧亚板块运动的欧拉极位于阿穆尔板块的北部边界外兴安岭东端(54.06±1.13°N,135.87±7.16°E),欧拉旋转量为0.099±0.00735°/Ma。     

Study on three independent parameters of focal mechanism solution

In this paper, the relationships of the plunges and azimuths of T and P axes versus the strikes, dips, and rakes of two seismic nodal planes were derived to provide reference for earthquake researchers. The independence of the plunges and azimuths of T, B, and P axes in focal mechanism solution was discussed, and it was concluded that three parameters, i.e., the azimuths of T, B and P axes, are completely independent. The focal mechanism solution representation based on Euler rotation was introduced, using three Euler angles in place of the plunges and azimuths of T, B, and P axes, and three focal mechanism solution representations were briefly compared and analyzed in respect of accuracy on the basis of the assumption of rounding; it was concluded that the Euler angle representation has better accuracy, compared with the azimuth representation and the traditional representation with T, B, and P axes.     

滑动式切比雪夫多项式拟合法在BDS精密 星历内插中的应用

对精密星历进行内插是卫星定位数据高精度处理中的一项基础工作。利用滑动式切比雪夫多项式拟合法及不同的拟合节点数和拟合阶数,分析精密星历中MEO,IGSO,GEO不同轨道的北斗卫星插值精度。实验表明,三类北斗卫星达到较高插值精度的拟合节点数和阶数不同,设置适当的拟合节点数和阶数,达到亚毫米级的内插精度。该算法完全适用于对BDS精密星历的插值。     

New expression-based models to estimate scour depth at clear water conditions in rectangular channels

Scouring in the channel contractions occurs due to the flow concentration within them inducing excessive bed shear stress. This is a complex process, so it is difficult to describe it through a general empirical model, the present research work describes contemporary conceptual relationships to estimate the local scour depth under equilibrium and clear water conditions in rectangular channels. Incidentally, gene-expression programming (GEP), evolutionary polynomial regression (EPR), and model tree (MT)-based formulations were utilized to predict the scour depth at long contractions. The input variables comprising average flow velocity, critical threshold velocity of sediment movement, flow depth, median particle diameter, geometric standard deviation, and uncontracted and contracted channel widths were used to feed the applied models. The performances of the developed approach were compared with those calculated using existing scour prediction equations. The results showed that the developed MT approach in terms of linear relationships could predict the scour depth more precisely than GEP, EPR, and the traditional equations. What is more, dimensionless parameter of h₁/b₁ (ratio of upstream flow depth to uncontracted channel width) was determined as the most influential variable in predicting the scour depth in long contractions.     

连云港埒子口海域潮动力特征及其变化

为研究连云港埒子口海域潮流动力特征及其对周边海岸工程的响应,以及为治理埒子口闸下淤积问题提供参考,建立了基于有限体积法离散二维浅水方程的数值模型。采用实测水文资料对模型率定和验证,应用模型分析埒子口潮流动力特征和建设徐圩港防波堤和灌河口导堤后埒子口海域潮流动力的变化。模拟结果表明,建设工程后潮流动力变化较大,埒子口海域涨急流和落急流方向改变,涨、落潮平均流速均减小,距离工程区域越近,流速变化越大。埒子口海域潮流动力减弱将会加重上游挡潮闸的闸下淤积问题,致使埒子口排水不畅,进而增加沂北地区的洪涝风险,所以,相关部门应及时采取措施,保证埒子口排涝畅通。     

Adomian分解法在完全非线性S-G方程中的运用

为分析具有高非线性强度下的偏微分方程的初值问题,简化变量分离等方法带来的繁杂计算,研究了一类完全非线性Sine-Gordon方程以及它的近似方程(在|up|很小的情况下),经过适当的函数变换,运用改进的Ado-mian分解法解决了一些特殊情况下它们的初值问题,结合Talyor级数展开式,得到了一些精确解:扭结解(kink)、紧孤子解(compacton)、多重紧孤子解、compacton-kink解.另外运用线性化的方法结合不同形式的解得到它们一些更加丰富的新形式的精确解.     

IGS精密钟差精度分析

对比了IGS官方提供的5 min和30 s间隔的精密钟差变化规律,分析了利用8阶滑动式Lagrange多项式插值和线性插值将精密钟差内插至30 s间隔的精度及可行性,得出了一些国内文献未论及的结论。     

GPS水准多项式拟合自动优选算法

GPS水准中,无论采用几何法还是重力法建立高程异常模型,通常都要采用曲面拟合技术。多项式曲面拟合是一种常见的方法,但该法在选取结点、多项式阶次时却存在一定的人为因素。为了克服这一问题,给出了优选算法并进行了计算机编程,实现了对常用502种阶次组合进行自动优选的功能。此外,对该算法确定的拟合正常高精度及可能达到的水准测量等级等用户所关心的问题也进行了探讨。     

һ���µij��������Ӳ�Ԥ������

????????????????????·???????????????????????????????????г?????????????????????????????????????????????ó???????????????????????????÷?????????????????????????????????