昆仑山口西8.1级地震易县台潮汐形变图像浅析

用易县地震台潮汐形变观测资料分析了青海昆仑山口西8．1级地震时同步出现的同震阶跃的特征。可以看出，DSQ型水管仪、VS型垂直摆、TJ-2C型体应变仪的同震阶跃呈负值变化，而SS-Y型伸缩仪之EW分量和NE分量呈正值变化。     

紫坪铺引水发电洞进水口边坡震后安全监测分析

多点位移计及锚索测力计监测成果显示,紫坪铺引水洞进口边坡在"5.12"汶川地震后发生向坡外的变形,表面点位移增量在3.684～11.518 mm范围内,锚索荷载增量在-16.9～86.1 kN范围内,坡体整体处于稳定状态.主震对坡体变形影响最大,后期余震对坡体变形影响较小,引水洞进口边坡仍处于稳定状态.     

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基于AD598的伸缩仪放大电路设计

伸缩仪多用于地壳形变观测,但其在工程中亦有较大的应用前景.现用的放大电路精度高但电路复杂、成本过高,造成其工程应用方面的局限性.介绍基于单片式线位移差动变压器(LVDT)信号调节器AD598设计的全新伸缩仪放大电路,作为伸缩仪放大电路的补充,体现了其在工程应用中简单可靠、成本低的优势.     

岩溶地区隐伏溶洞顶板稳定性及变形分析

溶洞顶板以及溶洞本身的变形是评价含隐伏溶洞岩溶地基稳定性最为直观的技术指标,在岩土自重和桩基的外附荷载作用下,确定桥基隐伏溶洞顶板安全厚度为8.0 m能够满足稳定性要求,突破了设计规范中对溶洞厚跨比必须大于0.8的要求。利用有限元计算,预测了桥基下溶洞及顶板的变形规律,采用钻孔多点位移计实现了在施工荷载施加过程中对溶洞及顶板岩体的变形的实时监测,有效验证了数值计算结果的合理性。监测结果表明：溶洞顶板不同岩层及溶洞本身的变形在荷载施加初期发展较快,相同施工荷载作用下洞体本身的应变最大,而顶板表层的应变又高于洞体上部岩层应变。     

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精河定点形变受气象因素影响探索

收集整理新疆精河地震台数字化形变资料和该地区的气象要素观测资料,利用相关和回归分析,研究精河定点形变与气象要素之间的关系和气象因素对精河数字化形变观测资料的影响特征,并给出精河数字化形变观测资料与气象要素之间的回归方程.     

Groundwater contaminant source identification based on QS-ILUES

When groundwater pollution occurs,to come up with an efficient remediation plan,it is particularly important to collect information of contaminant source(location and source strength)and hydraulic conductivity field of the site accurately and quickly.However,the information can not be obtained by direct observation,and can only be derived from limited measurement data.Data assimilation of observations such as head and concentration is often used to estimate parameters of contaminant source.As for hydraulic conductivity field,especially for complex non-Gaussian field,it can be directly estimated by geostatistics method based on limited hard data,while the accuracy is often not high.Better estimation of hydraulic conductivity can be achieved by solving inverse groundwater problem.Therefore,in this study,the multi-point geostatistics method Quick Sampling(QS)is proposed and introduced for the first time and combined with the iterative local updating ensemble smoother(ILUES)to develop a new data assimilation framework QS-ILUES.It helps to solve the contaminant source parameters and non-Gaussian hydraulic conductivity field simultaneously by assimilating hydraulic head and pollutant concentration data.While the pilot points are utilized to reduce the dimension of hydraulic conductivity field,the influence of pilot points’layout and the ensemble size of ILUES algorithm on the inverse simulation results are further explored.     

云龙地震台应变潮汐观测资料质量分析

对云龙地震台SS-Y型石英伸缩仪2003—2016年应变潮汐观测资料质量进行全面评定,结果显示：应变潮汐观测资料连续,仪器运行状况稳定,年零漂、年变幅小,噪声水平低,M₂波潮汐因子相对中误差小,以上各项评定指标均满足形变规范要求,观测资料质量达到国内优秀水平。云龙地震台应变潮汐长系列调和分析结果可为本区域固体潮正常背景变化、地震前兆异常信息识别及地震预测研究提供参考。