水电工程坝址区构造应力场三维数值反演

以水电工程实例为背景,在现场调查和地应力测量的基础上,采用三维数值技术对水电站坝址区小范围内构造应力场进行了反演分析,通过对三维模型施加不同量值、不同方向的边界载荷,对比分析应力拟合点处的计算主应力与实测主应力之间的差别,从而得到最合理的边界载荷的量值和方向,即为坝址区构造应力场的量值和方向。计算结果表明：水电站坝址区构造应力场σ₁方向为S50°－60°E,量值为6～7 MPa;σ₃方向为N50°－60°E,量值为3～4 MPa。反演计算得到的坝址区构造应力场方向与区域应力场方向吻合,主应力量值也在合理范围内。     

辽河流域土壤酸化与作物籽实镉生物效应的地球化学预警

土壤酸化及其引发的生态安全问题是公众广泛关注、全球研究的热点。辽河流域多目标区域地球化学调查结果显示：当土壤中的w(CaO+K2O)≥3.86%时,土壤对酸性沉降物具有缓冲能力;当w(CaO+K₂O)<3.86%时,则土壤对酸性沉降物的缓冲能力显著下降。利用土壤酸化缓冲能力的地球化学预测模型,对全流域土壤酸化的缓冲能力进行了预测,指出辽河流域东部,即营口-鞍山-辽阳-沈阳-抚顺-铁岭-开源的广大区域内既是土壤酸化的脆弱区,也是作物籽实Cd超标的预警区,辽河流域土壤酸化区域将进一步扩大。     

Performance of detrending models of crop yield risk assessment: evaluation on real and hypothetical yield data

Detrending is a widely used technique for obtaining stationary time series data in residual analysis and risk assessment. The technique is frequently applied in crop yield risk assessment and insurance ratings. Although several trend models have been proposed in the literature, whether these models achieve consistent detrending results and successfully extract the true yield trends is rarely discussed. In the present article, crop insurance pricing is evaluated by different trend models using real and historical yield data, and hypothetical yield data generated by Monte Carlo simulations. Applied to real historical data, the linear, loglinear, autoregressive integrated moving average trend models produce different risk assessment results. The differences among the model outputs are statistically significant. The largest deviation in the county crop assessment reaches 6–8 %, substantially larger than the present countrywide gross premium rate of 5–7 %. In performance tests on simulated yield trends, popular detrending methods based on smoothing techniques proved overall superior to linear, loglinear, and integrated autoregression models. The best performances were yielded by the moving average and robust locally weighted regression models.     

吉林省下三叠统卢家屯组LA-ICP-MS锆石U-Pb定年及其地质意义

卢家屯组按岩性组合自下而上分为影背山砾岩段、漏斗山杂色岩段、杨树河子黑色岩段,前人采集到的Palaeanodonta-Palaeomutela动物群、Pleuroneia? sp.和叶肢介等生物化石组合指示时代为二叠纪。本次对九台市影背山双顶山卢家屯组建组剖面下、中、上段进行了系统的碎屑锆石U-Pb同位素年代学研究,证实卢家屯组由下至上存在3个最小锆石年龄峰值,分别为(283.4±7.9)、(262.4±3.9)、(255.5±5.8) Ma,确定了卢家屯组的上限为晚二叠世。根据卢家屯组中碎屑锆石存在1 800 Ma和2 500 Ma左右的典型华北板块基底年龄,认为华北板块北缘与其北侧地块群最终闭合时间应为P₃-T₁。     

深埋电极的地电阻率观测研究

首先研究了四极观测系统装置系数与电极埋深的关系;然后给出了点电流源在3层地壳模型的地表和第二层时,电源所在层的电位的解析表达式;最后将天津宝坻地区的电性结构简化成一个3层模型,计算给出了当地表层和基岩中的电阻率出现变化时,在地表和基岩上层开展四极地电阻率观测结果与供电极距和深度的关系.     

用超长基线解算分析汶川地震动态形变特征

以远距离的IGS武汉GPS站为参考站,用超长基线双差瞬时精密定位技术,获取汶川Ms8.0地震震时震区连续GPS站1 Hz动态形变序列。同时以较近距离的雅安站为参考站解算动态形变序列,结果显示,两者的形变结果具有很好的一致性。距离断层较近的郫县、成都、绵阳、中江等站形变较大（形变最大的郫县站最大振幅达1.034 m）;位于震中南侧的邛崃、雅安等站形变较小。利用动态时序的地震波到时和震中距离估计地震波地壳平均速度为3.1 km/s。     

A new model for analyzing nonlinear torsion behavior of concrete filled steel tube columns with rectangular section

An experimental study on concrete filled steel tube columns with rectangular section subjected to compressionflexure-torsion combined action has been carried out. The failure modes and load-deformation hysteretic relations were obtained. Based on the principles of classical material mechanics, the relations between the torsion curvature of the section and the shear strain of the fiber on the section were established. Then the strain distribution on the rectangular section of concrete filled steel tube columns subjected to torsion was analyzed. The three-dimensional refined finite element model was also built, in order to make the precision verification. The matrix forms of the relation between the torsion curvature of the section and the shear strain of the fiber on the section were derived, and introduced into the fiber beam model considering nonlinear torsion effect on the section. The comparison between test results and calculation results showed that the fiber beam model considering nonlinear torsion effect had high modeling efficiency and solution precision for predicting the torsion behavior of concrete filled steel tube columns with rectangular sections, and was suitable for analyzing the dynamic response of various structures subjected to the combined cyclic load caused by the earthquake load.     

The nonlinear hydro-climatic process in the Yarkand River, northwestern China

Based on the hydrologic and meteorological data in the Yarkand River Basin during 1957–2008, the nonlinear hydro-climatic process was analyzed by a comprehensive method, including the Mann–Kendall trend test, wavelet analysis, wavelet regression analysis and correlation dimension. The main findings are as following: (1) The annual runoff, annual average temperature and annual precipitation showed an increasing trend during the period of 1957–2008, and the average increase extent in runoff, temperature and precipitation was 2.234 × 10⁸ m³/10 year, 0.223 °C/10 year, and 4.453 mm/10 year, respectively. (2) The nonlinear pattern of runoff, temperature and precipitation was scale-dependent with time. In other words, the annual runoff, annual average temperature and annual precipitation at five time scales resulted in five patterns of nonlinear variations respectively. (3) Although annual runoff, annual average temperature and annual precipitation presented nonlinear variations at different time scales, the runoff has a linear correlation with the temperature and precipitation. (4) The hydro-climatic process of the Yarkand River is chaotic dynamic system, in which the correlation dimension of annual runoff, annual average temperature and annual precipitation is 3.2118, 2.999 and 2.992 respectively. None of the correlation dimensions is an integer, and it indicates that the hydro-climatic process has the fractal characteristics.     

公元前7年内蒙古包头地区8级地震的初步研究

公元前7年11月11日(汉成帝绥和二年九月丙辰)地震, 由于历史文献记载的不确定性, 长期存在分歧, 也没有学者开展过调查研究, 中国地震目录均未收入. 考古发现包头市麻池周边汉代部分木椁墓中木椁四周填塞的碎砖瓦陶片及文字瓦当, 是房屋毁坏以后的建筑垃圾和日用陶器残片的混合物, 这些房屋是在公元前52年(甘露二年)到公元前33年(竞宁元年)以后在麻池古城(汉五原郡)建成的. 上述房屋的毁坏发生在西汉晚期的墓葬稍前. 房屋毁坏的原因, 可排除自然因素、 战争及人为破坏, 更可能是由于突发性的地震灾害所致. 公元前7年地震正好发生在这一时期, 并使北边郡国30余处坏城郭, 凡压杀400余人. 根据木椁四周填塞碎砖瓦陶片的汉墓分析, 麻池古城房屋、 殿堂遭受严重破坏, 死亡人数达200人以上, 地震及其它天灾人祸, 使麻池古城逐渐衰退, 最后荒废. 结合大青山山前断裂所形成的距今2 000年前的地震形变带遗迹综合分析, 公元前7年11月11日地震宏观震中在麻池一带, 震中烈度为Ⅹ度, 震级达8级, 命名为内蒙古包头8级地震.