二维任意倾斜地层的层速度计算结果分析

本文主要介绍沙赫(Shan,P.M.)公式,对二维任意倾斜地层的层速度计算的应用效果。依据实际地层剖面Φ、V、Z参数的可能变化,设计18个较为复杂的地层模型进行了大量试算,并与Dix公式计算结果作了对比,表明对任意倾斜地层应采用沙赫公式提取层速度才是适宜的。     

Average slip rate,earthquake rupturing segmentation and recurrence behavior on the Litang fault zone,western Sichuan Province,China

The Litang fault zone (LFZ) is an important active fault within the northwestern Sichuan sub-block. To-gether with the Garzê-Yushu, Xianshuihe, and An-ninghe fault zones on its northern, eastern and south-eastern sides, the LFZ constitutes the lateral extrusion tectonic system in the southeastern part of the Qing-hai-Tibetan Plateau[1,2] (Fig. 1). According to instru-mental records, historical recordings and field investi- gation, an earthquake (Ms7.3) occurred on its middle to south se…     

Bias and uncertainty in regression-calibrated models of groundwater flow in heterogeneous media

Groundwater models need to account for detailed but generally unknown spatial variability (heterogeneity) of the hydrogeologic model inputs. To address this problem we replace the large, m-dimensional stochastic vector β that reflects both small and large scales of heterogeneity in the inputs by a lumped or smoothed m-dimensional approximation γθ_∗, where γ is an interpolation matrix and θ_∗ is a stochastic vector of parameters. Vector θ_∗ has small enough dimension to allow its estimation with the available data. The consequence of the replacement is that model function f(γθ_∗) written in terms of the approximate inputs is in error with respect to the same model function written in terms of β, f(β), which is assumed to be nearly exact. The difference f(β) − f(γθ_∗), termed model error, is spatially correlated, generates prediction biases, and causes standard confidence and prediction intervals to be too small. Model error is accounted for in the weighted nonlinear regression methodology developed to estimate θ_∗ and assess model uncertainties by incorporating the second-moment matrix of the model errors into the weight matrix. Techniques developed by statisticians to analyze classical nonlinear regression methods are extended to analyze the revised method. The analysis develops analytical expressions for bias terms reflecting the interaction of model nonlinearity and model error, for correction factors needed to adjust the sizes of confidence and prediction intervals for this interaction, and for correction factors needed to adjust the sizes of confidence and prediction intervals for possible use of a diagonal weight matrix in place of the correct one. If terms expressing the degree of intrinsic nonlinearity for f(β) and f(γθ_∗) are small, then most of the biases are small and the correction factors are reduced in magnitude. Biases, correction factors, and confidence and prediction intervals were obtained for a test problem for which model error is large to test robustness of the methodology. Numerical results conform with the theoretical analysis.     

双频相位求差法探测与修复周跳特性分析

周跳的探测与修复是GPS载波相位数据处理中一项重要的任务。首先介绍了双频相位求差法探测与修复周跳的原理;其次,利用Fortran语言编制了相应的程序,并通过实例分析了在不同采样率下探测周跳与修复的效果;最后讨论了该方法探测周跳的不足。     

边界层风廓线雷达在降水时段中的在线分析应用研究

本研究提出了一种在边界层风廓线雷达连续运行的降水探测时段中对降水频谱进行在线分析的新的应用方式。详细介绍了边界层风廓线雷达在线分析原理和方法。同时结合典型降水频谱个例,分析了可获得的多个潜在的气象参数和信息。并指出,该在线分析方式的实施可以使风廓线雷达的应用领域从晴空探测向降水测量拓展;有效缓解当前风廓线雷达应用存在的瓶颈问题;间接证明边界层风廓线雷达组网间距不固定的观点。文章分析说明,随着在线分析方式的推广应用,边界层风廓线雷达将成为单站精细化气象探测和预报/服务的重要工具。     

月球资源探测信息的管理与可视化探讨

在中国未来的月球探测计划中,可能获取的月球表层数据包括地形、地貌、岩层、土壤、资源、环境以及各种相关的结构、物质成分数据。这些数据既有空间数据,也有属性数据。为了实现月球资源探测工作信息化,可以借鉴“数字地球”的理念并采用“多S”结合与集成化技术,对所获取的海量月球表层数据进行一体化存贮管理,构建一个“数字月球”并实现其空间数据和属性数据之间的双向查询检索,以及对表层复杂结构信息分析的可视化。     

水资源自然属性和社会属性分析

我国是水资源严重短缺的国家之一,明晰水资源属性是解决水问题的基础和关键。水资源既具有自然资源的属性,又有着特别的社会属性。该文通过对水资源自然和社会属性的分析,认为无论是继续对水资源的开发利用实行国家垄断,还是明晰水权、逐步建立水市场都必须充分考虑水资源属性,方可能实现水资源支持下的社会经济持续健康发展。     

当代生物多样性剧减与古-中生代之交生物绝灭的对比

18世纪以来人类活动对环境造成了强烈破坏,给生物多样性带来了巨大损失.为了了解生物多样性的变化趋势,利用"绝灭物种统计法"、"种-区曲线法"和化石记录对400年以来的生物多样性和古-中生代之交的生物绝灭进行了分析.当代生物多样性剧减表现为物种的快速绝灭(从8×104种/Ma增大到1.2×106种/Ma),而属的绝灭几乎为0;古-中生代之交生物绝灭的初始阶段也表现为物种的快速绝灭(从40种/Ma增大到150种/Ma),并且这个阶段的属的绝灭速率远低于绝灭高峰阶段的相应值(即66属/Ma远小于465属/Ma),可见当代生物多样性剧减相当于二叠-三叠系之交生物绝灭的初始阶段.     

基于区间非概率可靠性方法的岩溶区桩基下溶洞顶板稳定性评价

岩溶区桩基下溶洞顶板稳定性影响因素取值的不确定性及其样本数量的有限性,给桩基下溶洞顶板稳定性的评价带来了一定困难。根据现有研究成果,建立桩基下溶洞顶板抗冲切、抗剪切和抗弯力学简化模型,并从理论上推导相应的稳定性验算公式。在此基础上,结合区间分析理论和结构非概率可靠性度量方法,提出了基于区间非概率可靠性方法的桩基下溶洞顶板稳定性评价方法。该方法采用MATLAB中的INTLAB工具箱进行区间运算,并运用截断法消除运算过程中的区间扩展现象,最后通过比较溶洞顶板体系的非概率可靠性指标η与1的大小来判断桩基下溶洞顶板稳定性。以丹霞高速互通中D匝道2#桩基下溶洞为例,计算出该桩基下溶洞顶板体系的非概率可靠性指标η=7.95,该值大于1说明该桩基下溶洞顶板处于稳定状态,且评价结果与工程实际相符,表明了该方法的合理性与可行性。分别以3种功能函数为单位,研究当区间变量的变异系数C不同时(C从0.01递增至0.1),对应非概率可靠性指标η的变化规律。研究表明,随各区间变量变异系数C的增大,相应非概率可靠性指标呈不同程度的降低,其中溶洞顶板厚度h的变异性对评价结果影响最大,其次为桩端阻力分担比T,桩顶反力F的影响相对最小。