综合物探在寻找矽卡岩型矿床中的应用

矽卡岩型多金属矿是我国重要的成矿类型之一,通常利用频谱激电(SIP)、瞬变电磁(TDEM)、可控源音频大地电磁(CSAMT)及高精度磁测等地球物理勘探方法,从直接和间接角度寻找这类矿床。该文介绍了以上方法的应用现状,探讨了物探方法在寻找矽卡岩型矿床中的有效性。     

大地构造理论和中国4次煤田预测与潜力评价

在原煤炭工业部组织的4次全国煤炭资源预测和评价中,其中3次分别运用了槽-台学说、地质力学理论和板块构造理论。简要评述了前3次煤田预测成果。在此基础上,通过分析第4次煤田预测以来的板块构造理论和煤田地质研究进展,以及对2006年6月开始的煤炭资源潜力评价,建议在总结阶段,应在不同板块构造体制下,根据含煤原型盆地恢复、大地构造单元性质与盆地构造演化,对煤炭聚积、煤化作用的控制和影响进行研究,并提出了建立板块构造理论指导下的中国煤炭资源潜力评价的工作思路与技术路线。      

利用重叠加窗方式恢复地面运动

在频率域,利用地震记录反卷积恢复地面运动,由于FFT运算导致的谱泄漏与系统传递函数对高频与低频的放大效果会导致地面运动恢复失败,本研究采用重叠加窗方式,可避免单一加窗的时域失真,并减小频域谱泄漏。结果表明,恢复地面运动取得了较好效果。     

基于神经网络的时间域直升机电磁数据电导率深度成像

采用G-S变换以及高斯数值积分法,形成了时间域直升机的航空电磁响应正演样本集,分析了飞机测量过程中吊舱高度变化对电磁响应的影响,并将吊舱高度的变化等效成电导率为零的假层厚度的变化,以去除高度计等的影响.以假层半空间模型为基础,研究了基于人工神经网络的电导率深度成像算法,通过分析两个三层模型的电导率深度成像结果得出,神经网络方法计算时间域航空电磁探测的视电导率精度较高,特别是对高阻层的视电导率计算.     

Acoustic full waveform inversion of synthetic land and marine data in the Laplace domain

Elastic waves, such as Rayleigh and mode‐converted waves, together with amplitude versus offset variations, serve as noise in full waveform inversion using the acoustic approximation. Heavy preprocessing must be applied to remove elastic effects to invert land or marine data using the acoustic inversion method in the time or frequency domains. Full waveform inversion using the elastic wave equation should be one alternative; however, multi‐parameter inversion is expensive and sensitive to the starting velocity model. We implement full acoustic waveform inversion of synthetic land and marine data in the Laplace domain with minimum preprocessing (i.e., muting) to remove elastic effects. The damping in the Laplace transform can be thought of as an automatic time windowing. Numerical examples show that Laplace‐domain acoustic inversion can yield correct smooth velocity models even with the noise originating from elastic waves. This offers the opportunity to develop an accurate smooth starting model for subsequent inversion in the frequency domain.     

Fault type analysis along the San Andreas Fault zone: A numerical approach

Finite Element (FE) modeling under plane stress condition is used to analyze the fault type variation with depth along and around the San Andreas Fault (SAF) zone. In this simulation elastic rheology was used and was thought justifiable as the variation in depth from 0.5 km to 20 km was considered. Series of calculations were performed with the variation in domain properties. Three types of models were created based on simple geological map of California, namely, 1) single domain model considering whole California as one homogeneous domain, 2) three domains model including the North American plate, Pacific plate, and SAF zone as separate domains, and 3) Four domains model including the three above plus the Garlock Fault zone. Mohr-Coulomb failure criterion and Byerlee's law were used for the calculation of failure state. All the models were driven by displacement boundary condition imposing the fixed North American plate and Pacific plate motion along N34°W vector up to the northern terminus of SAF and N50°E vector motion for the subducting the Gorda and Juan de Fuca plates. Our simulated results revealed that as the depth increased, the fault types were generally normal, and at shallow depth greater strike slip and some thrust faults were formed. It is concluded that SAF may be terminated as normal fault at depth although the surface expression is clearly strike slip.     

基于要素叠加的旅游景区经济影响域空间分异——以八达岭长城景区为例

本文在旅游景区的层次上,以旅游经济影响的空间范围——旅游经济影响域为视角进行研究和空间尺度推绎,探索在空间尺度上评估旅游景区对周边地区经济影响的程度和范围的定量分析方法,提出了旅游景区经济影响域的概念和关键指标界定,并分析了典型案例北京郊区经济辐射特点显著的景区——八达岭长城旅游区的辐射影响范围。在对八达岭周边的岔道、石佛寺等案例区域实施现场调研的基础上,获取了旅游就业、旅游收入和居民感知要素的旅游经济指标的实测值。然后运用旅游区位商模型、聚类分析等方法对样本数据进行总体趋势分析,从而分别测算出基于就业、收入和感知的八达岭景区旅游经济影响域的空间结构,最终通过要素叠加法刻画出旅游经济影响域的空间结构。     

对称多处理器下基于调度域的超线程实现

自从Linux2．4支持对称多处理结构以来,Linux操作系统开发者一直在探索能够更好发挥多处理器效能的方法。其中,加强超线程处理能力是基本的解决方案之一。因此分析对称多处理器下超线程的实现具有重要意义。通过对内核源代码的解读,对对称多处理器下基于调度域的超线程实现机理进行了剖析。最后针对两个版本的内核（一个带有调度域结构,一个没有调度域结构）进行了对比测试分析。通过比较,可以看出对称多处理器下基于调度域的超线程实现其性能更优。     

传递函数在场地振动台模型试验中的应用研究

利用场地大型振动台试验,基于传递函数理论,计算得到场地的相对传递函数和绝对传递函数,并对两类传递函数特征以及利用两类传递函数计算场地动力特性参数的差异性进行了对比,并对采用传递函数进行场地频域动力响应估算的可行性和准确性进行了分析。研究结果表明：相对传递函数和绝对传递函数的虚部重合,采用两种传递函数虚部计算场地动力参数具有等同性,且采用两种传递函数虚部曲线计算得到的动力特性参数较为准确;固有频率的计算适合采用两种传递函数的虚部或是相对传递函数的模;场地阻尼比的计算宜采用两种传递函数的虚部或绝对传递函数的模;利用两种传递函数实部、虚部或模计算得到的场地加速度振型是一致的;利用传递函数估算场地频域动力响应是可行的,且相对传递函数的估算结果更加准确。该研究对传递函数在场地动力特性参数计算及场地频域响应估算方面进行了有益的尝试。     

Research on wind-induced responses of a large-scale membrane structure

The wind-induced responses of a large-scale membrane structure, Expo Boulevard, are evaluated in this study. To obtain the wind pressure distribution on the roof surface, a wind tunnel test is performed. A brief analysis of wind pressure on the membrane roof is conducted first and then an analysis of the wind-induced responses of the structure is carried out using a numerical integral method in the time domain. In the process of calculation, the geometrical nonlinearity is taken into account. Results indicate that mean, RSM and peak values of the structure responses increase nonlinearly while the approaching flow velocity increases. Strong nonlinear characteristics are observed in the displacement responses, whereas the responses of nodal stress and cable axial force show minimal nonlinear properties when the membrane structure is subjected to wind loads. Different values of the damping ratio only have a minimal impact on the RSM response of the structure because the background component is a dominant part of the total dynamic response and the resonant component is too small. As the damping ratio increases from 0.02 to 0.05, the RMS responses of vertical displacement, nodal stress and cable axial force decrease by 8.1%, 6.7% and 17.9%, respectively. Since the mean component plays a significant role in the wind-induced response, the values of the gust response factor are not high for Expo Boulevard.