非线性观测值函数的协方差和协因数传播及其权倒数   总被引：10，自引：1，他引：10  

刘国林  陶华学 《测绘工程》1997,6(2):8-16

将非线性观测值函数在其近似值处泰勒级数展开，取至二次项，得到线性－二次项形式。利用线性空间［Ｌ，Ｑ］＾Ｎ的概念和性质，将它表示成［α，β］的向量形式。定义广义协方差算子和广义协因数算子，导出了线性－二次项的非线性观测值函数的广义协方差和广义协因数传播律。在此基础上，给出了非线性平差值函数和未知数函数的权倒数公式。  相似文献   

1991年江淮流域梅雨结束预报的分析与讨论          下载免费PDF全文

任泽君 《气象》1997,23(8):29-33

１９９１年江淮梅雨结束，在预报上具有相当难度。由于ＥＣＭＷＦ数值预报出现重大偏差，曾一度造成业务预报的重大分歧，增加了预报决策的困难。作者客观地反映当时预报的实况，其目的在于剖析预报分歧中的症结，并由此提出预报员的经验可以弥补单一预报工具的不足，修正数值预报产品的误差，从而提高预报准确率。  相似文献   

论环境流场切应变率对台风移动的作用     

李小凡 《热带气象学报》1997,13(1):26-31

利用浅水波正压环境流场切应变率对台风移动的影响，得到的结果是：在环境流场切应变率空间不均匀条件下，正切应变率引起的台风偏差路径比负切应变率引起的偏差路径要长，特别在正切应变率的区域，正切应变率要比相对涡度梯度对台风移动有更大的影响。  相似文献   

古洪水流量的误差计算   总被引：1，自引：0，他引：1  

谢悦波 《水文》1997,(1):6-11

古洪水研究已在大型工程和长江三峡，黄河小浪底等的设计洪水中得到动用取得了令人虚心成功，但古洪水流量的推求与实测量的计算往往有大的差别，根据随机误差的传播给出了一般情况下的古洪不流量推误差计算公式，以小流底２３６０ａＢＰ古洪水注同误差的计算为例，对最终计算出的古洪水流量成果给出了一个误差范围。  相似文献   

Dynamic nucleation process of shallow earthquake faulting in a fault zone     

Nobuki Kame  Teruo Yamashita 《Geophysical Journal International》1997,128(1):204-216

Two distinct phases are commonly observed at the initial part of seismograms of large shallow earthquakes: low-frequency and low-amplitude waves following the onset of a P wave ( P ₁) are interrupted by the arrival of the second impulsive phase P₂ enriched with high-frequency components. This observation suggests that a large shallow earthquake involves two qualitatively different stages of rupture at its nucleation.
We propose a theoretical model that can naturally explain the above nucleation behaviour. The model is 2-D and the deformation is assumed to be anti-plane. A key clement in our model is the assumption of a zone in which numbers of pre-existing cracks are densely distributed; this cracked zone is a model for the fault zone. Dynamic crack growth nucleated in such a zone is intensely affected by the crack interactions, which exert two conflicting effects: one tends to accelerate the crack growth, and the other tends to decelerate it. The accelerating and decelerating effects are generally ascribable to coplanar and non-coplanar crack interactions, respectively. We rigorously treat the multiple interactions among the cracks, using the boundary integral equation method (BIEM), and assume the critical stress fracture criterion for the analysis of spontaneous crack propagation.
Our analysis shows that a dynamic rupture nucleated in the cracked zone begins to grow slowly due to the relative predominance of non-coplanar interactions. This process radiates the P₁ phase. If the crack continues to grow, coalescence with adjacent coplanar cracks occurs after a short time. Then, coplanar interactions suddenly begin to prevail and crack growth is accelerated; the P₂ phase is emitted in this process. It is interpreted that the two distinct phases appear in the process of the transition from non-coplanar to coplanar interaction predominance.  相似文献   

Inferring the relative measure of principal stress components     

Peiliang Xu  Seiichi Shimada 《Geophysical Journal International》1997,130(1):F1-F4

The phase velocity and the attenuation coefficient of compressional seismic waves, propagating in poroelastic, fluid-saturated, laminated sediments, are computed analytically from first principles. The wavefield is found to be strongly affected by the medium heterogeneity. Impedance fluctuations lead to poroelastic scattering; variations of the layer compressibilities cause inter-layer flow (a 1-D macroscopic local flow). These effects result in significant attenuation and dispersion of the seismic wavefield, even in the surface seismic frequency range, 10–100 Hz. The various attenuation mechanisms are found to be approximately additive, dominated by inter-layer flow at very low frequencies. Elastic scattering is important over a broad frequency range from seismic to sonic frequencies. Biot's global flow (the relative displacement of solid frame and fluid) contributes mainly in the range of ultrasonic frequencies. From the seismic frequency range up to ultrasonic frequencies, attenuation due to heterogeneity is strongly enhanced compared to homogeneous Biot models. Simple analytical expressions for the P -wave phase velocity and attenuation coefficient are presented as functions of frequency and of statistical medium parameters (correlation lengths, variances). These results automatically include different asymptotic approximations, such as poroelastic Backus averaging in the quasi-static and the no-flow limits, geometrical optics, and intermediate frequency ranges.  相似文献   

华北地台北缘东段多期褶皱及构造置换对鞍山群铁矿床的控制作用     

张宝华  屈奋雄 《地质与勘探》1996,(6)

多期褶皱和构造置换是华北地台北缘太古宙鞍山群岩石中的主要变形特征，也是对太古宙鞍山群铁矿的形态、规模、产状和分布规律的主要控制因素。  相似文献   

褶皱分形分布的岩石力学机制研究          下载免费PDF全文

侯贵廷 《地球科学》1996,21(1):53-56

在褶皱形态的分形分析基础上，利用分形理论和褶皱的岩石力学成因理论推导出了褶皱的分数维（Ｄ）与岩层厚度（ｈ）和粘度（μ）的关系式，即找到了褶皱分形分布的岩石力学成因机制，在相同的构造应力场条件下，岩层的厚度和粘度越小，则越易产生较复杂的褶皱，即褶皱的分数维越大，因此，利用褶皱的分形测量，可以定量了分析褶皱形成的岩石力学性质，这是分形研究从形态研究到机制研究的一种探索。  相似文献   

初论陆内造山带的造山模式──以四川龙门山为例   总被引：3，自引：1，他引：3  

林茂炳 《四川地质学报》1996,(3)

四川龙门山造山带是陆内造山带的一个典型实例。陆内造山带经历了漫长的发展演化历史。前寒武纪时期的环境是属于古板块俯冲、碰撞的历史。具活动性大陆边缘性质，岩浆变质作用强烈，构造混杂明显。古生代以来转入地台环境，形成台相沉积。中生代早期转入陆内造山阶段。由早期的褶皱造山进而转化为推覆造山。两类不同性质的造山运动伴随了两类不同性质的前陆沉积盆地的形成和两类不同性质的沉积体系的形成。最终的区域构造特征不同程度地保留了陆内造山各阶段的地质记录，而以最后一次的推覆造山作用的影响最深刻。陆内造山的动力机制是与区域性的板块构造活动的大环境密切相关的。  相似文献   

赣北修水观音阁砾岩特征及其构造意义   总被引：3，自引：0，他引：3  

熊清华  曾佐勋 《江西地质科技》1997,24(1):11-19

有关赣北地区双桥山群内角度不整合和地壳运动存在与否问题,一直争论不休。论文以较丰富的详细野外调查资料为基础,并结合前人研究成果和室内各类样品测试结果,围绕这个赣北地区重要的基础地质问题进行了讨论。作者认为“修水运动”不能成立,并提出了砾岩的沉积模式。  相似文献