0.25—3.75GPa和20—370℃条件下0.025molNaCl溶液电导率研究

在０．２５－３．７５ＧＰａ和２０－３７０℃条件下测量了ＮａＣｌ溶液的电导率。结果表明（１）电导率随温度增高而增大，且电导率的对数与温度的倒数为线性关系，但不同压力不其斜率不同。（２）电导率与压力的 关系较为复杂，存在着不连续性。即在２．２５－３．３７ＧＰａ压力范围，电导率随压力增大而增大；在１．２５－２．００ＧＰａ压力范围，电导率与压力几乎无关；０．７５ＧＰａ压力的电导率高于相邻力的电导率。上述。     

Conductivity of NaCl solution at 0.4–5.0 GPa and 25–500 °C

NaCI-H₂O is the most fundamental ternary system in geology. Until now, the measurements of electrical conductivity of NaCl solutions are still little at high pressures (> O.5 GPa) We measured the conductivity of 0.01 m NaCl solution at 0.4–5.0 GPa and 25-500°C. The results are consistent with that of Quist and Marshall (1968) at 0.4 GPa. The conductivity of NaCl solution increases with increasing temperature. The results also show that the conductivity of NaCl solution changes little with increasing pressure below 1.5 GPa and changes rapidly with increasing pressure above 1.5 GPa. The rapid increase of the conductivity of NaCl solution may play an important role in many geological processes (such as the genesis of ore deposits under hydrothermal condition) and other fields. Project supported by the National Natural Science Foundation of China.     

哺乳动物群指示的气候旋回——以周口店早更新世哺乳动物群为例

文章根据对周口店地区四个哺乳动物群的分析，讨论了该区早更新世气候及生态环境的变迁。第１８地点显示了约１．９０ＭａＢ．Ｐ．的干凉气候和森林—草原植被。第１２地点指示了１．７０ＭａＢ．Ｐ．的湿热气候和茂密森林生态环境。东洞则记录了１．２０ＭａＢ．Ｐ．的干冷气候和草原景观。到第９地点时（约１．００～０．９０ＭａＢ．Ｐ．），气候炎热，森林和草原植被同时发育     

地下管道的震害特征与研究概述

回顾了几次大地震中地大管道(主要指输油(气)、输水管道)的震害现象，分析了地震对地下管道破坏的主要影响因素，归纳了从大地震中得到的认识与启示。介绍了地下管道震害方面的相关研究情况，重点提出地面大位移时地下管线的两类屈曲变形、断层运动对管道屈曲变形的影响、砂土液化对管道的上浮作用等研究难点。针对地下管道的震害特征，介绍并评述了地下管道的主要抗震对策与措施。     

腾冲火山区S波速度结构接收函数反演

腾冲火山区临近印度板块与欧亚板块碰撞、俯冲的边界，火山活动与构造环境关系密切．采用远震接收函数反演的方法揭示了该区域的深部结构特征. 结果显示, 腾冲火山区S波低速结构明显受到NE向大盈江断裂的影响，断裂的南部存在明显的S波低速构，断裂的北部低速结构不十分明显．火山区存在浅部的低速结构，低速结构与地震活动性存在对应关系．证实了低速结构是火山区热活动的直接因素, 并认为腾冲火山区存在再次活动的基本条件．      

黑龙江乱泥沟金矿成矿条件与找矿方向

乱泥沟矿区第四系砂金矿产丰富，是寻找岩金的有利靶区。区内出露的古元古代变质岩系地层的原岩为泥质粉砂岩和中基性海底火山岩，其Au含量高，是金矿成矿的初始矿源层。区内NE，NW向构造发育，所发现的矿体均受控于NW向断裂，呈脉和复脉状产于构造蚀变带及其次一级的层间破碎带中，成矿物质简单，矿体品位和厚度变化系数较小，为中—低温蚀变岩型金矿床。利用物化探测量手段，圈出具找矿意义的组合异常，通过工程查证发现金矿体。在综合研究矿区地质特征及物化探异常的基础上总结了找矿标志，并指出下一步有利的找矿区段。     

松嫩平原西部草原生态环境专家系统开发与应用

我国草原生态环境日益恶化,要求加快研究进度,而培养专家周期长,寻找草原环境评价专家的替代或复制品就成了当务之急。笔者在听取大量专家意见并详细分析了相关资料后,通过快速原型与增量式开发建立了松嫩平原西部草原生态环境专家系统。本专家系统使用功能强大的VisualC++完成数据库的建立、知识的表示、推理机的设计、解释的给出和人机交互界面的形成,实现了数据信息的可视化、图形显示、结果输出以及其它系统功能。它包含大量的松嫩平原西部草原现状资料、遥感解译图及系统的环境现状评价、适宜性评价、土地退化程度评价等模块。通过在长岭县、大安市的应用测试,证明该系统运行稳定,结论正确,应用前景广阔。     

莺歌海盆地成因及其大地构造意义

莺歌海盆地位于南海西北部 ,属 NW走向红河断裂带向南海海域的延伸。本文通过对盆地结构、沉降特征和构造 -沉积迁移过程的研究 ,提出莺歌海盆地在始新世—早渐新世期间属左旋扭张性断陷盆地 ,晚渐新世—早中新世的盆地演化阶段受到红河断裂带的左行剪切运动影响。莺歌海盆地的形成和演化历史反映了印藏板块碰撞过程对南海形成演化的影响历史     

Large aftershocks triggering by Coulomb failure stress following the 2001<Emphasis Type="Italic">M</Emphasis><Subscript>S</Subscript>=8.1 great Kunlun earthquake

The great Kunlun earthquake occurred on Nov. 14, 2001 in Qinghai Province, China. Five large aftershocks with magnitude larger than 5.0 occurred near the Kunlun fault after main shock. Calculations of the change in Coulomb failure stress reveal that 4 of 5 large aftershocks occurred in areas with Δσ_f>0 (10^?2–10^?1 MPa) and one aftershock occurred in an area with Δσ_f=?0.56 MPa. It is concluded that the permanent fault displacement due to the main shock is the main cause of activity of large aftershocks, but not the whole cause.     

MODELING OF THE DIVERSION CHANNEL CLOSURE FOR THE THIRD STAGE OF THE THREE GORGES PROJECT

The closure of third stage diversion channel for the Three Gorges Dam is characterized by large closure discharge, large drop in water surface, and high gap velocity. 1D and 2D flow mathematical models were used in this paper to simulate the hydraulic conditions during the closure. The variation of discharge in the diversion channel and the drops in water surface shared by the upstream and downstream cofferdams were computed using the ID model, and the detailed hydraulic patterns in the diversion channel were simulated using the 2D model. The computed results indicate that the designed closure scheme for discharge of 9,010 m^3/s was feasible for construction, while the designed closure scheme for discharge of 12,200 m^3/s was inapplicable.