云南省巧家县谓姑地区新元古代石英斑岩体形成时代及其地质意义

川-滇-黔地区是地质学者一直以来重点关注的地区之一,也是我国重要的有色金属基地之一,是滇东北成矿带的重要组成部分。本次在云南巧家县谓姑地区坪子地新发现一处石英斑岩体,该岩体岩性单一,并伴有铜矿化。本文在野外地质调查基础上,对该石英斑岩体进行了锆石LA-ICP-MS U-Pb定年、Lu-Hf同位素分析和岩石地球化学研究,以限定石英斑岩体侵位时代,反演岩体岩浆源区特征,总结石英斑岩体成因,并探讨其构造背景。结果显示,谓姑地区石英斑岩属高硅(SiO_2=70.41%～77.65%)、过铝质(A/CNK=1.29～5.37)岩石。岩石具较高的稀土总量(∑REE为1017.12×10~(-6)～1325.20×10~(-6)),(La/Yb)_N为22.87～42.78,(Lm/Sm)_N为4.84～5.61,轻稀土富集明显,铕负异常明显(δEu=0.21～0.25),相对富集K、Rb、Th、U、Zr、Nb、Sm等大离子亲石元素和高场强元素,形成于伸展拉张构造背景。石英斑岩体的锆石LA-ICP-MS U-Pb年龄为795.4±5.8 Ma,表明其形成于新元古代青白口纪;锆石的ε_(Hf)(t)=-7.43～-5.76,平均-6.61,二阶段模式年龄值在2.063～2.146Ga,显示源区来源于古元古代古老地壳部分熔融。结合区域地质资料,认为该岩体是Rondnia超大陆裂解阶段的产物。     

岩石铷-锶和钐-钕同位素标准物质的研制

通常样品的87Sr/86Sr和143Nd/144Nd同位素比值分析采用SRM987、JNdi-1作为标准物质,它们分别是纯的碳酸盐和氧化物,适用于监控质谱测试过程。中国现有的钐-钕地质和铷-锶年龄标准物质,分别为玄武岩和钾长石,它们与很多地质样品的基质存在差别。仅有这两种基质的标准物质不能有效地监控不同地质样品Rb-Sr、Sm-Nd同位素分析过程,因此研制不同岩性的Rb-Sr、Sm-Nd同位素标准物质具有重要现实意义。本文采集中国典型地区的橄榄岩、榴辉岩和花岗岩作为候选物,严格按照《一级标准物质技术规范》（JJF 1006—1994）和《标准物质定值的通用原则及统计学原理》（JJF 1343—2012）等相关标准物质国家计量技术规范和国家标准,研制了橄榄岩、榴辉岩和花岗岩铷-锶、钐-钕同位素标准物质（编号为GBW04139、GBW04140、GBW04141）,其中橄榄岩标准物质适用于高Mg、Fe,低Rb、Nd含量样品的分析,榴辉岩和花岗岩标准物质适用于含有难溶副矿物的岩石样品的分析。每个标准物质具有6个特性量值,Rb、Sr、Sm和Nd含量分布分别为0.16~64μg/g、12~560μg/g、0.1~3.2μg/g和0.3~15.3μg/g,87Sr/86Sr比值分布为0.70446~0.71309,143Nd/144Nd比值分布为0.51115~0.51267,同位素比值精度达到或优于同类标准物质。这些特性量值更接近实际样品,使用时将更加有效和方便。该系列标准物质可用于校准仪器和评价方法,并能有效监控实验室此类样品的铷-锶、钐-钕同位素分析过程。     

土壤水全时空调控的初步探讨

农业是第一用水大户,有利利用土壤是实现黑龙港地区农业可持续发展的关键,本文分析了黑龙港地区主要作物需水与降水的关系,建立了作物生长条件包气带流动系统的概念,并以此为基础提出了土壤水全时空调控的概念,探讨了土壤水全时空调控的涵义与措施,指出土壤水调控是一系统工程,必须多种措施有机结合,简单介绍了王瞳试验场开展的田间土壤水调控试验成果。     

松辽盆地北部三分量地震勘探方法及效果

松辽盆地北部三分量地震勘探的主要任务是检测天然气的分布范围,预测岩性油气藏。三分量地震勘探的最大难点是采集上压制随机干扰,处理上去除转换波剖面上同相轴的人为的直立错断（由于通常处理软件不佳引起）。着重介绍了三分量地震勘探的采集原理和处理方法。本次试验取得了良好的三分量剖面。     

大水沟碲矿床成矿物理化学条件研究

本文在对大水沟碲矿床各成矿阶段矿物共生分析、成矿温度、矿液成分研究的基础上,对成矿的其它物理化学条件,如pH、f_O2、f_S2、f_Te2等作了热力学计算,并结合矿床地质资料,计算与分析了成矿过程中碲的迁移形式及富集机理。     

Assessment of frozen-ground conditions for engineering geology along the Qinghai–Tibet highway and railway, China

The Qinghai–Tibet Highway and Railway (the Corridor) across the Qinghai–Tibet Plateau traverses 670 km of permafrost and seasonally frozen-ground in the interior of the Plateau, which is sensitive to climatic and anthropogenic environmental changes. The frozen-ground conditions for engineering geology along the Corridor is complicated by the variability in the near-surface lithology, and the mosaic presence of warm permafrost and talik in a periglacial environment. Differential settlement is the major frost-effect problem encountered over permafrost areas. The traditional classification of frozen ground based on the areal distribution of permafrost is too generalized for engineering purposes and a more refined classification is necessary for engineering design and construction. A proposed classification of 51 zones, sub-zones, and sections of frozen ground has been widely adopted for the design and construction of foundations in the portion of the Corridor studied. The mean annual ground temperature (MAGT), near-surface soil types and moisture content, and active faults and topography are most commonly the primary controlling factors in this classification. However, other factors, such as local microreliefs, drainage conditions, and snow and vegetation covers also exert important influences on the features of frozen ground. About 60% of the total length of the Corridor studied possesses reasonably good frozen-ground conditions, which do not need special mitigative measures for frost hazards. However, other sections, such as warm and ice-rich or -saturated permafrost, particularly in the sections in wetlands, ground improvement measures such as elevated land bridges and passive or proactive cooling techniques need to be applied to ensure the long-term stability of thermally unstable, thick permafrost subsoils, and/or refill with non-frost-susceptible soils. Due to the long-history of the construction and management of the Corridor by various government departments, adverse impacts of construction and operation on the permafrost environment have been resulted. It is recommended that an integrated, executable plan for the routing of major construction projects within this transportation corridor be established and long-term monitoring networks installed for evaluating and mitigating the impact from anthropogenic and climatic changes in frozen-ground conditions.     

深井旋转轴套流场的CFD模拟

旋转轴套在超深井工作时,其井下流动是三维湍流流动,旋转轴套的旋转和表面曲率效应以及随之而来的哥氏力和离心力,使流场在超深井的流动中极其复杂,同时,由于流体介质泥浆属于液固两相流,更致使内部流场测试困难,而且超深井中的工况在使用常规方法已很难得到较准确的数据。为此,将计算流体力学软件Fluent应用于超深井下流场的模拟,基于Navier-Stokes方程和Reynolds应力方程模型,建立多种仿真模型,在相同条件下,使用CFD仿真软件Fluent模拟仿真的不同结果,优化与旋转轴套叶片设计相关的几何参数,提高     

Multistage Deformation in the Northeastern Segment of the Jiangshao Fault (Suture) Belt: Constraints for the Relationship between the Yangtze Plate and the Cathaysia Old Land

Multistage deformation events have occurred in the northeastern Jiangshao Fault (Suture) Belt. The earliest two are ductile deformation events. The first is the ca. 820 Ma top-to-the-northwest ductile thrusting, which directly resulted from the collision between the Cathaysia Old Land and the Chencai Arc (?) during the Late Neoproterozoic, and the Jiangnan Orogenic Belt that formed as the ocean closed between the Yangtze Plate and the jointed Cathaysia Old Land and the Chencai Arc due to continuous compression. The second is the ductile left-lateral strike-slipping that occurred in the latest Early Paleozoic. Since the Jinning period, all deformation events represent the reactivation or inversion of intraplate structures due to the collisions between the North China and Yangtze plates during the Triassic and between the Philippine Sea and Eurasian plates during the Cenozoic. In the Triassic, brittle right-lateral strike-slipping and subsequent top-to-the south thrusting occurred along the whole northeastern Jiangshao Fault Zone because of the collision between the North China and Yangtze plates. In the Late Mesozoic, regional extension took place across southeastern China. In the Cenozoic, the collision between the Philippine Sea and Eurasian plates resulted in brittle thrusts along the whole Jiangnan Old land in the Miocene. The Jiangshao Fault Belt is a weak zone in the crust with long history, and its reactivation is one of important characteristics of the deformation in South China; however, late-stage deformation events did not occur beyond the Jiangnan Old Land and most of them are parallel to the strike of the Old Land, which is similar to the Cenozoic deformation in Central Asia. In addition, the Jiangnan old Land is not a collisional boundary between the Yangtze Plate and Cathaysia Old Land in the Triassic.     

典型滑坡监测点优化布置

利用数值模拟技术与模糊模式识别算法提出了滑坡监测点优化布置的基本方法。以链子崖危岩体为例,以Ⅳ-Ⅳ′剖面作为滑坡监测点优化布置的典型剖面,根据监测变量（位移）对外界干扰因素作用下的灵敏度大小与监测信息量获取大小之间的关系,对该危岩体的监测变量（位移）进行了灵敏度分区研究,进而对该典型剖面的监测点进行了优化设计。研究结果表明,链子崖危岩体地表位移监测点宜布置在位移量明显和状态变化灵敏度较高的部位,深部位移监测钻孔宜穿越所有水平位移变化的灵敏区域。     

煤层气井底流压生产动态研究

井底流压对煤层气的开采至关重要。在考虑煤层产水量与井底流压的耦合作用下,基于质量和能量守恒定律建立了计算井底流压的数学模型。采用压力增量迭代法,利用matlab7.11编写了求解程序,分析了排采参数相互间的关系。研究结果表明：产水量与井底流压两者的关系呈非线性关系;储层渗透率越好、煤层厚度越厚,产水量与井底流压的耦合关系会更显著些;气液两相流阶段中,高产气量不仅能降低环空中气体流动的压降损失,还利于煤层气在地面管汇的运输。