武陵山区渝东南城镇滑坡灾害风险评价研究——以石柱县下路镇为例

武陵山渝东南地区地质条件复杂、降雨丰沛,加之城镇化开发,该地区的山区城镇面临着滑坡风险,迫切需要开展城镇尺度的地质灾害风险评价,从而更好地进行风险管控。本文以重庆市石柱县下路镇为研究区域,结合区内地质灾害特点,利用无限斜坡模型进行了不同重现期（10、20、50 和100 年）滑坡灾害的危险性计算;重点关注潜在的建筑物损失和室内人员的生命财产损失,采用经验模型,完成了区内不同情景下建筑物和人口易损性分布图;运用灾害风险量化评估模型,定量分析了区内滑坡灾害的经济风险和人口风险。结果显示,从重现期10 年至100 年演变中,建筑物风险将增加3 倍,而人口风险将增加约11 倍,空间分布从集镇建设区附近的山体进一步扩大至天泉村、白鹤村等地。本文探索的滑坡风险评估方法可为地方决策部门开展详细尺度的国土空间规划（短期、中期和长期）研究提供参考。     

甘肃北山小西弓金矿区石英正长斑岩LA-ICP-MS锆石U-Pb年龄和地球化学特征

通过高精度的LA-ICP-MS锆石U-Pb测年,获得北山南带小西弓金矿区石英正长斑岩的形成年龄为247.5±2.2Ma,属中三叠世。地球化学分析表明,该岩体为准铝质、钾玄岩系列,主量元素高硅（SiO2=65.8%~66.2%）、富碱（Na2O+K2O=8.99%~9.41%）、低钙（CaO=1.72%~2.19%）、贫镁（MgO=0.63%~0.70%）;轻稀土元素富集,重稀土元素亏损,弱负Eu异常。大离子亲石元素Rb、Th、U、K和Pb富集,同时Ba、Sr、P、Ti和Eu亏损,并具高104?Ga/Al值和高Zr+Nb+Ce+Y含量,表现出A型花岗岩的特征。北山南带三叠纪岩浆活动强烈,高分异I型-A型花岗岩大量发育,暗示区域内三叠纪处于造山后伸展环境。     

Tide-induced Lagrangian residual velocity and dynamic analysis based on field observations in the inner Xiangshan Bay,China

In the Xiangshan Bay at the east coast of China, coastal marine pollution is conspicuous and severe in recent years. As transport of the pollutants is closely related to the coastal circulation, there is a great practical significance to investigate the circulation in this area. In this work, the surface pattern and vertical profiles of Lagrangian residual velocity (LRV) were studied based on field observation data from the inner Xiangshan Bay. By tracking GPS-GPRS drifters’ trajectories, the surface LRV pattern is going out in the central deep trough and flowing inwards near the shoreside. Combined with data from two mooring stations, vertical profiles of LRV is flowing out at surface and flowing in at the bottom, consistent with the gravitational circulation induced by baroclinic effects at the estuary. However, according to the diagnostic analysis, the main mechanism driving the residual current is barotropic rather than baroclinic. The LRV equation is controlled by the tidally-averaged barotropic pressure gradient force, tidal body force and tidally-averaged turbulent stress, while the tidally-averaged baroclinic pressure gradient force is one order of magnitude less than other forces. Additionally, the tidally mean eddy viscosity coefficient which is used in the expression of tidally-averaged turbulent stress might be not adequate and requires further studies.     

南方遭受暴雨洪涝灾害中东部出现大雾天气——2008年11月——

2008年11月,全国平均气温为2.9℃,较常年同期(2.1℃)偏高0.8℃.全国平均月降水量为24.7mm,较常年同期(18.0mm)偏多6.7mm;湖南、贵州区域平均降水量为1951年以来历史同期最多,广西为第二多;河北为第二少.     

山东省地籍管理信息系统建设中应注意的几个问题

地籍管理是国土资源管理的一项基础工作,它通过地籍调查和土地登记工作,对土地的利用状况、产权产籍状况及其法律关系依法进行确认,从而为国土资源管理工作和社会经济发展提供服务。     

一种新型测向传感器——磁通门罗盘

本文对磁通门罗盘的基本工作原理、实验线路以及主要技术指标和一些测量数据作简要介绍,最后对仪器的误差进行简单分析并提出一些减小误差的改进措施。     

Discovery of the 'missing' mode in HR 1217 by the Whole Earth Telescope

HR 1217 is a prototypical rapidly oscillating Ap star that has presented a test to the theory of non-radial stellar pulsation. Prior observations showed a clear pattern of five modes with alternating frequency spacings of 33.3 and 34.6 μHz, with a sixth mode at a problematic spacing of 50.0 μHz (which equals  1.5×33.3 μHz)  to the high-frequency side. Asymptotic pulsation theory allowed for a frequency spacing of 34 μHz, but Hipparcos observations rule out such a spacing. Theoretical calculations of magnetoacoustic modes in Ap stars by Cunha predicted that there should be a previously undetected mode 34 μHz higher than the main group, with a smaller spacing between it and the highest one. In this Letter, we present preliminary results from a multisite photometric campaign on the rapidly oscillating Ap star HR 1217 using the 'Whole Earth Telescope'. While a complete analysis of the data will appear in a later paper, one outstanding result from this run is the discovery of a newly detected frequency in the pulsation spectrum of this star, at the frequency predicted by Cunha.     

固体潮潮汐因子的特征频谱及其应用

本文应用非线性谱分析中的最大熵谱分析方法（ＭＥＭ）、和一般线性功率谱的分析方法，对固体潮潮汐因子的时间序列进行了综合研究，指出固体潮潮汐因子的时间序列中普遍存在明显的半月左右周期的特征频谱；将其应用于地震前兆的分析与探索，对固体潮潮汐因子特征频谱中的前兆变化特征进行了解释，得出结论：半月左右周期的频率域，是固体潮观测中前兆响应的一个重要主频域。     

Inelastic torsional response of buildings to the 1985 Mexican earthquake: a parametric study

This study aims to determine the influence of torsional coupling on the inelastic response of a series of models representing typical structural configurations in real buildings. The lake bed (SCT) east-west component of the 1985 Mexico City earthquake was employed in the analysis, and is representative of a severe ground motion known to have induced large inelastic structural deformations in a high proportion of those buildings having asymmetrical distributions of stiffness and/or strength. Material non-linearity in lateral load-resisting elements has been defined using a hysteretic Ramberg-Osgood model. Structural eccentricities have been introduced into the building models by (i) asymmetrical distributions of stiffness and/or strength, (ii) asymmetrical configuration of lateral load-resisting elements, or (iii) varying post-elastic material behaviour in the resisting elements. The dynamic inelastic response of these models has been obtained by a numerical integration of the relevant equations of motion, expressed in a non-dimensional incremental form.

In the elastic range, the results correlate well with those of previous studies. In the inelastic range, it is concluded that the peak ductility demand of the worst-affected element increases with the ground excitation level across the range of building periods considered, and that the influence of torsional coupling on the key response parameters is model dependent. Most significantly, the strength eccentricity relative to the centre of mass has been shown to influence the peak edge displacement response more than conventionally employed stiffness eccentricity.