江陵凹陷深层富钾卤水井内降温析盐情况探讨

江陵凹陷位于湖北省江汉盆地西南部,其赋存有高温高压深层富钾卤水,该卤水资源在开发过程中遇到的主要问题是采卤过程中的结盐堵井。不考虑压力等其它因素,只探讨单一因素温度对氯化钠溶解度的影响,资料分析显示在50～150℃之间时,温度与溶解度线性关系较好;探索了岗钾1井井内析盐规律,发现在井深为1 600～2 400 m时析盐量最大。根据此规律,建议采用注入淡水法,使井内卤水得到稀释,以达到防止结盐的目的;建议稀释到对氯化钠溶液浓度略小于28.3%,注水井深2 400 m。     

Preliminary study on aftershock decay rate of the 2013 Ms7.0 Lushan earthquake

We obtained a catalog of early aftershocks of the 2013 Lushan earthquake by examining waveform from a nearby station MDS which is 30.2 km far away from the epicenter, and then we analyzed the relation between aftershock rate and time. We used time-window ratio method to identify aftershocks from continuous waveform data and compare the result with the catalog provided by China Earthquake Networks Center （CENC）. As expected, a significant amount of earthquakes is missing in CENC catalog in the 24 h after the main shock. Moreover, we observed a steady seismicity rate of aftershocks nearly in the first 10,000 s before an obvious power-law decay of aftershock activity. We consider this distinct early stage which does not fit the Omori law with a constant p （p - 1） value as early aftershock deficiency （EAD）, as proposed by previous studies. Our study suggests that the main shock rupture process is different from aftershocks＇ processes, and EAD can vary in different cases as compared to earthquakes of strike-slip mechanism in California.     

基于应力变化的余震预测研究综述

本文综述了近期基于应力变化的余震预测研究进展。从静态库仑应力触发角度对余震活动进行研究主要有两方面内容:一是集中于对主震触发余震机制的讨论;二是通过库仑应力变化分布区域与实际余震空间分布区域进行定性对比分析,并认为库仑应力变化为正的区域有利于余震的发生,而这正是余震活动与应力变化高度相关的重要证据。基于应力变化的余震预测研究的一项重要内容是建立在速率-状态依从摩擦定律基础之上的余震活动率研究,即将余震活动作为一系列独立的成核事件,从断层滑动触发地震的角度出发,结合静态库仑应力计算得到余震活动率,进而得到余震数量。余震活动是与断层面上的剪切应力变化相关联的,余震活动率受应力扰动幅度、应力加载速率、断层基本物理特性及背景地震活动率等的影响。考虑到“余震激发余震”的特点,ETAS 模型与静态库仑应力变化相结合的研究方法提供了一条统计学与物理学方法(应力变化)相结合、能更完整地刻画余震活动特征的可能途径。     

基于FLAC^3D的锚索抗滑桩滑坡推力分布规律研究

采用FLAC^3D建立了预应力锚索桩板墙结构的三维数值模型,结合有限元强度折减法分析了不同预应力作用下锚索桩滑坡推力的分布规律,并通过改变桩后岩土体的弹性模量及性质、锚索的设置位置以及边坡强度安全储备系数等参数,对锚索桩滑坡推力的分布规律进行了系统的研究。结果表明,在地质条件不变的情况下,随着锚索预应力的增大,桩后滑坡推力的分布图形逐渐由梯形向矩形变化;预应力对桩后滑坡推力分布的影响,取决于其与桩背总桩土相互作用力的相对大小,而不是其绝对大小。说明预应力的大小是影响桩后推力分布形式的一个非常重要的因素,照搬普通抗滑桩固定不变的推力分布形式对锚索桩进行设计,显然是不合理的。     

震源动力学破裂过程数值模拟研究

首先阐述了震源动力学过程研究的重要意义, 在此基础上, 研究了复杂的断层几何形态及介质模型对动力学破裂过程的影响, 并对常用的有限元方法、 离散元方法、 有限差分方法和边界积分方程方法等进行了相应介绍. 讨论了这些数值模拟方法各自的优缺点, 建议在方法的选择上应视具体问题及计算的精度而定. 最后对动力学数值模拟的关键部分, 滑动摩擦准则进行了论述. 常用的滑动摩擦准则有滑动弱化准则、 速率弱化准则和速率-状态依赖摩擦准则. 在单纯考虑某个地震的动力学破裂传播过程时, 滑动弱化准则较为常用, 其中滑动弱化距离的选取至关重要. 但若考虑整个地震循环, 速率-状态依赖摩擦准则更为合适.      

Horizontal rough fracture type curves for groundwater movement

Abstract

Type curves are derived analytically for radial flow in rough horizontal fractures toward a well. The basic assumptions are that there is no turbulent flow near the borehole and the well storage is ignored. The basis of the methodology is to write explicit expressions for the continuity and cubic law flow equations, which are combined using a Boltzmann transformation leading to a simple ordinary differential equation for groundwater movement. Solutions are presented as a set of type curves for different fracture apertures. It is observed that the solutions provide a method of uniquely identifying fracture hydraulic parameters when the fracture is smooth, but pose ambiguity for rough fracture parameter estimations. However, large time portions of these type curves appear as straight lines on semi-logarithmic paper, which provides a unique way for rough fracture parameter determination. Identification of the fracture parameters, namely, the aperture and relative roughness, is possible in a unique manner with the use of these lines and the dimensionless time drawdown concept. The cubic law is the asymptotic behaviour, either for large times or large fracture apertures. Prior to this asymptotic part, there is a non-cubic portion which gives rise to systematic deviations from the cubic law. The technique presented is useful, especially for evaluating pumping tests from a single major fracture isolated by packers.     

28 March 1970 Gediz earthquake fault,western Turkey: palaeoseismology and tectonic significance

On 28 March 1970, an unexpected and destructive earthquake (Ms = 7.2) originated along the Erdo?mu? fault (EF), which forms the southern margin of the modern Erdo?mu?–Yenigediz graben in the central part of the Ak?ehir–Simav fault system. The EF is a N-dipping normal fault, ～12 km long, generally E–W-trending, and characterized by a minor right-lateral strike–slip component. To determine its past activity, a palaeoseismological exploratory trenching study was conducted. Two trenches (EFT-1 and EFT-2) were excavated on the ground surface rupture of the 1970 Gediz earthquake near Erdo?mu? village. Based on the relative displacement between units observed and mapped in EFT-1, at least three events were identified. Two events were also identified in EFT-2. Only one of the events in EFT-1 can be dated via ¹⁴C. The estimated recurrence interval on the EF is ～910 ± 40 years.     

测绘工程专业“测绘管理”课程教学探讨

结合“测绘管理”课程的教学实践,针对测绘工程专业的培养目标和注册测绘师制度对人才的要求,论述了“测绘管理”课程的课程目标、课程特点和教学要求,对教学设计进行了较为深入的探讨,最后提出了几条教学建议.     

降扎铀矿床的成矿规律

通过对降扎铀矿床地质条件的分析,总结了矿床围岩蚀变、控矿构造形式、矿石矿物特征、铀矿体主要特征、矿物组合、成矿流体、盲矿体地表放射性物化探异常等矿床特征和成矿规律,指出向阳沟矿段等已知矿段深部、向阳沟以西地段、热乎东地段为以后的找矿靶区.