古亚洲洋东段洋盆闭合与后造山伸展——来自内蒙古苏尼特右旗中三叠世A型花岗岩的证据

内蒙古苏尼特右旗查干楚鲁A型二长花岗岩位于索伦-林西缝合带内,侵位于早二叠世哈冷岭SSZ型蛇绿构造混杂岩(带)中。本文对其进行系统的野外地质特征、岩石学、地球化学和锆石U-Pb年代学研究,旨在厘定岩体成因和形成的构造背景,为古亚洲洋东段洋盆闭合时限提供证据。LA-ICP-MS锆石U-Pb测年结果显示查干楚鲁二长花岗岩侵位于中三叠世(245.9±1.3 Ma);岩体含较多碱性长石,暗色矿物以黑云母为主,见晶洞构造;地球化学研究显示,该岩体高硅(SiO₂=76.75%～77.18%)、富碱(Na₂O+K₂O=8.19%～8.62%),贫钙(CaO=0.40%～0.44%)和镁(MgO=0.03%～0.05%);负Eu异常显著(δEu=0.03～0.09), Rb、Th、U、K、Ga元素较富集,而Ba、Sr、P、Ti元素相对亏损,且10 000 Ga/Al(2.72～3.52)、~TFeO/MgO(29.16～57.82)、(Na₂O+K₂O)/CaO(15.08～21.39)值较高...     

内蒙古西乌旗石匠山晚侏罗世-早白垩世A型花岗岩锆石U-Pb年龄及构造环境

内蒙古西乌旗石匠山A型花岗岩位于贺根山缝合带内,侵位于早石炭世迪彦庙-白音布拉格蛇绿岩带和下二叠统寿山沟组与大石寨组中,岩性为二长花岗岩。石匠山A型花岗岩富硅（SiO2=74.18%~77.16%）、富钾（K2O=4.31%~5.07%）、富碱（Na2O+K2O=8.44%~9.16%）,贫Al2O3、CaO、MgO、TiO2、P2O5、Sr、Ba、Eu、Ti和P,具有较高的Ga/Al（3.98~6.09）、（Na2O+K2O）/CaO、K2O/MgO、TFeO/MgO、Rb/Nb、Y/Nb、Sc/Nb值,稀土元素配分曲线为典型的海鸥式分布,δEu为0.01~0.19,负Eu异常显著,明显不同于I、S和M型花岗岩,为典型的铝质A型花岗岩。在地球化学分类判别图解上,石匠山A型花岗岩显示A2型后造山铝质花岗岩特征,反映其形成于后造山伸展环境。LA-ICP-MS锆石U-Pb测年结果表明,该花岗岩的侵位年龄为159.8±1.3Ma、143.1±1.3Ma、136.20±0.69Ma,即形成时代为晚侏罗世-早白垩世,揭示贺根山缝合带在晚侏罗世-早白垩世为后造山伸展阶段。     

Research on controlling long-term performance by tensioning post tendon of long-span continuous rigid-frame bridges

The problems like cracking of the girder in the mid-span and the ever-increasing vertical deflection appear during the long term usage of the long-span continuous rigid-flame bridge. Post-tension tendon with re- served duct can increase the pre-stress of the main beam effectively, and decrease the long term span deflection in order to improve the performance of the girder. At the same time, the proper tension position is very crucial to optimise the stress distribution of the bridge and control the deflection increase. Combining with practical en- gineering, the authors analyze the influence of different positions of post-tension tendon （ including top-, web- and bottom plate tendons） on the stress and deflection of the main beam, and find out the optimal position of post tendon.     

垦利县土地整理开发工作要点探索

伴随经济社会的不断发展,土地需求逐步增加,土地供应日趋紧张,规范土地整理开发行为,科学指导土地整理开发工作意义重大。以位于黄河三角洲的垦利县为例,根据其土地利用特点,分析开发整理工作取得成效及存在问题,探索土地整理开发工作要点,为今后开发整理工作提供理论指导和借鉴。     

基于PPK的龙口水位测量及自适应提取方法研究

在系统分析龙口水域水文特点的基础上,基于GPS PPK测量技术,设计并研制出了浮球漂流水位连续测量系统。对系统测量数据的处理方法进行了详细研究。将该系统及数据处理算法应用于龙口水域截流区的连续水位测量和提取中,取得了理想的效果。     

浅谈CORS站观测墩高量测方法

目前,利用多基站网络RTK技术建立的连续运行卫星定位服务综合系统(Continuous Operational Reference System,缩写为CORS)已成为各省GPS应用的发展重点。CORS系统是卫星定位技术、计算机网络技术、数字通讯技术等高新科技多方位、深度的产物。观测墩高度的测量精度将直接影响CORS站系统高程精度,本文结合LNCORS站观测墩高测量方法及在准备阶段研究成果,阐述CORS站观测墩高测量方法及精度分析。     

大型斜拉桥索塔变形监测方案的拟订

文章详细讨论了斜拉桥花瓶式塔柱变形监测方案的拟订过程。依据塔柱所能承受的允许荷载正演塔柱允许变形 ;以必要观测精度不掩盖变形点位移为准则 (即满足m≤ (1/ 10 ～ 1/ 2 0 )×Δ ,Δ为变形点的允许位移 )确定塔柱变形监测的必要精度 ;对必要观测精度进一步细化 ,按精度匹配原则量化各项影响误差 ,以此为基础拟订观测方案包括仪器选型 ,方案设计等。该方案充分考虑了被监测对象的结构力学特征 ,具有相当的参考价值。     

基于GPS与GIS集成的车辆导航系统设计与实现

介绍了基于GPS与GIS集成的车辆导航系统设计与实现,探讨了导航系统中电子地图的空间数据组织,提出了GPS信号与GIS路网数据匹配、快速的邮路选择、最佳路径选择、地图随驾驶方向快速实时旋转技术及语音提示、语音识别技术的使用。     

利用残差统计检验评估区域GPS大地测量网解算方案

采用美国喷气推进实验室JPL发展的GIPSY软件解算区域GPS网，比较了固家精密星历和同时固定精密星历及卫星钟参数2种解算方案，残差统计检验表明前者的左中仍保留了部分未解出的信号而后者的残差接近于白噪声高斯分布，解算结果与ITRF96的比较和对重复率的统计表明，残差分布合理的解算较优，简单的线差统计检验的计算可提供重要的解算评估。     

Parameter sensitivity of automated baseflow separation for snowmelt‐dominated watersheds and new filtering procedure for determining end of snowmelt period

Automation in baseflow separation procedures allowed fast and convenient baseflow and baseflow index (BF and BFI) estimation for studies including multiple watersheds and covering large spatio‐temporal scales. While most of the existing algorithms are developed and tested extensively for rainfall‐ and baseflow‐dominated systems, little attention is paid on their suitability for snowmelt‐dominated systems. Current publishing practice in regional‐scale studies is to omit BF and BFI uncertainty evaluation or sensitivity analysis. Instead, “standard” and “previously recommended” parameterizations are transferred from rainfall/BF to snowmelt‐dominated systems. We believe that this practice should be abandoned. First, we demonstrate explicitly that the three most popular heuristic automated BF separation methods—Lyne–Hollick and Eckhardt recursive digital filters, and the U.K. Institute of Hydrology smoothed minima method—produce a wide range of annual BF and BFI estimates due to parameter sensitivity during the annual snowmelt period. Then, we propose a solution for cases when BF and BFI calibration is not possible, namely excluding the snowmelt‐dominated period from the analysis. We developed an automated filtering procedure, which divides the hydrograph into pre‐snowbelt, post‐snowmelt, and snowmelt periods. The filter was tested successfully on 218 continuous water years of daily streamflow data for four snowmelt‐dominated headwater watersheds located in Wyoming (60–837 km²). The post‐snowmelt BF and BFI metric can be used for characterizing summer low‐flows for snowmelt‐dominated systems. Our results show that post‐snowmelt BF and BFI sensitivity to filter parameterization is reduced compared with the sensitivity of annual BF and BFI and is similar to the sensitivity levels for rainfall/baseflow systems.