努力提高三维地震勘探精度，为西部煤炭工业做出新贡献

以国家重大产业技术开发专项“西部煤炭资源高精度三维地震勘探技术”项目的由来、意义和总体研究目标为引,概括的介绍了项目依托工程中各个专项技术研究完成情况,并对非均匀介质成像技术、高精度三维地震静校正技术、高密度采集技术、特观技术、岩性反演技术、属性体解释技术等六项重大关键技术取得的突破性进展进行了重点说明。指出随着我国煤炭生产重点的逐步西移,应加强诸如叠前、叠后深度偏移技术的研究,以解决复杂山区三维地震面元内地震反射波散射问题,提高其三维地震勘探精度,为西部煤炭工业做出新贡献!     

新疆库鲁克塔格阔克塔格西碱性岩年代学、岩石地球化学特征及其地质意义

阔克塔格西碱性岩体出露于库鲁克塔格地块东段,兴地断裂南0.5km,呈椭圆状岩株产出,出露面积约17.5km2。岩体北部和西北部侵入于古元古界兴地塔格群中亚群大理岩、片岩及片麻岩之中,南部和东南部分别侵入于中元古代黑云母石英正长岩和黑云母角闪二长岩中。岩体从边部至中心可分为霓石钠长岩、霓石角闪正长岩和角闪正长岩3个岩相带。岩体边部内接触带形成ERR-Nb-Ta-Zr中型矿床。岩体锆石U-Pb年龄(LA-ICP-MS方法)为(224±2)Ma。岩石主要矿物为微斜长石和条纹长石,暗色矿物主要为钠铁闪石,具有碱性岩典型的富碱、低硅的特点。此外,富集轻稀土元素,负Eu异常,富集Nb、Ta、Th及Hf等高场强元素,亏损Sr、P及Ti不相容元素。Hf同位素特征显示岩浆源于富集岩石圈地幔。地球动力学背景属造山后的板内演化阶段。     

Groundwater sustainability and groundwater/surface-water interaction in arid Dunhuang Basin,northwest China

The Dunhuang Basin, a typical inland basin in northwestern China, suffers a net loss of groundwater and the occasional disappearance of the Crescent Lake. Within this region, the groundwater/surface-water interactions are important for the sustainability of the groundwater resources. A three-dimensional transient groundwater flow model was established and calibrated using MODFLOW 2000, which was used to predict changes to these interactions once a water diversion project is completed. The simulated results indicate that introducing water from outside of the basin into the Shule and Danghe rivers could reverse the negative groundwater balance in the Basin. River-water/groundwater interactions control the groundwater hydrology, where river leakage to the groundwater in the Basin will increase from 3,114?×?10⁴ m³/year in 2017 to 11,875?×?10⁴ m³/year in 2021, and to 17,039?×?10⁴ m³/year in 2036. In comparison, groundwater discharge to the rivers will decrease from 3277?×?10⁴ m³/year in 2017 to 1857?×?10⁴ m³/year in 2021, and to 510?×?10⁴ m³/year by 2036; thus, the hydrology will switch from groundwater discharge to groundwater recharge after implementing the water diversion project. The simulation indicates that the increased net river infiltration due to the water diversion project will raise the water table and then effectively increasing the water level of the Crescent Lake, as the lake level is contiguous with the water table. However, the regional phreatic evaporation will be enhanced, which may intensify soil salinization in the Dunhuang Basin. These results can guide the water allocation scheme for the water diversion project to alleviate groundwater depletion and mitigate geo-environmental problem.     

Numerical analysis of effect of baffle configuration on impact force exerted from rock avalanches

In mountainous areas, channelized rock avalanches swarm downslope leading to large impact forces on building structures in residential areas. Arrays of rock avalanche baffles are usually installed in front of rigid barriers to attenuate the flow energy of rock avalanches. However, previous studies have not sufficiently addressed the mechanisms of interaction between the rock avalanches and baffles. In addition, empirical design approaches such as debris flow (Tang et al., Quat Int 250:63–73, 2012), rockfall (Spang and Rautenstrauch, 1237–1243, 1988), snow avalanches (Favier et al., 14:3–15, 2012), and rock avalanches (Manzella and Labiouse, Landslides 10:23–36, 2013), which are applied in natural geo-disasters mitigation cannot met construction requirements. This study presents details of numerical modeling using the discrete element method (DEM) to investigate the effect of the configuration of baffles (number and spacing of baffle columns and rows) on the impact force that rock avalanches exert on baffles. The numerical modeling is firstly conducted to provide insights into the flow interaction between rock avalanches and an array of baffles. Then, a modeling analysis is made to investigate the change pattern of the impact force with respect to baffle configurations. The results demonstrate that three crucial influencing factors (baffle row numbers, baffle column spacing, and baffle row spacing) have close relationship with energy dissipation of baffles. Interestingly, it is found that capacity of energy dissipation of baffles increases with increasing baffle row numbers and baffle row spacing, while it decreases with increasing baffle column spacing. The results obtained from this study are useful for facilitating design of baffles against rock avalanches.     

金沙江水电开发区域工程地质环境综合评价

金沙江所流经的川滇交界地区是中国西南典型的活动构造区，区内地震及地质灾害十分严重，所以在金沙江水电梯级规划中，进行该区域的工程地质环境系统评价尤为重要，本文选取对工程地质环境有较大影响的九种因素，从地壳稳定性、地面稳定性、岩土稳定性三方面建立层次分析模型。根据层次分析所取得的因素权重值，按好、较好、一般、较差、差5个等级进行工程地质环境质量综合评价及分工。工程地质环境特征的分区性向我们显示各梯级工程规划选址区所存在的重大工程地质问题。     

燕山板内造山带中段近东西向中生代右行走滑构造系统

阐述了分布燕山板内造山带中段的近东西向中生代右行走滑构造系统的几何学与运动学特征，指出该右行走滑断裂系统由古北口－平泉断裂和密云－喜峰口－锦西断裂两条主干断裂，以及夹于其间的北西向张性断层和张裂脉，北东向压性断层和褶皱等共同组成，近东西向主干断裂具有右行右列“P破裂”结构形式，北西向的张性断层和张裂脉则具有“T破裂”性质，主干断裂与北东向压性断裂和褶皱构成了一幅右行走滑双重构造（strike-slip duplexs)格局，而不是不同期次变形的产物。该走滑断裂系统形成于侏罗纪末一早白垩世初（147－132Ma)，由于它恰好构成了位于辽西的走向北东，向南东逆冲的逆冲推覆构造系统与冀北，冀西北地区北东走向，上盘向北西逆冲的推覆构造的转换和调节部位，所以本文提出了一个右行走滑构造系统的统一构造模式，在该模式中，辽西和冀北，冀西北同时代而运动方向相反的逆冲构造系统分别构成了近东西向右行走滑系统的断盘前缘挤压逆冲构造区，认为惦记山板内造山带总体构造格局的区域构造作用方式是：在总体北西一南东向挤压的一级构造应力场作用下，造山带北部的块体相对于中生代华北地台为主体的块体做向东的右景下，燕山板内造山带可能构成了亚洲东部另一个重要的“挤出构造带”或“逃逸构造域”，这种推测需要得到北部东西向断裂系具有同期左行走滑运动的支持。     

区域航空γ能谱场地球化学解释及预测方法的探讨

本文以“铀矿区域评价准则”为依据,试用因子分析主成分比值法,铀对钍(钾)的区域相对场法和铀成矿有利指数法,对我国YW-10和YW-10B两个测区的区域航空γ能谱场进行了地球化学解释及预测方法的研究,与已知矿区660测区从宏观上做了对比分析,并研究了γ能谱参数在走向长270km,宽50—70km空间上的分布变化规律。研究结果表明,这些方法对了解成岩时原始铀的分布及后期铀的地球化学活动规律,估计成岩、成矿阶段铀源岩可能提供的生铀量,识别铀成矿有利地区是有用的。     

钻井工程用超硬材料及钻头的发展

介绍了钻井工程用超硬复合材料（包括ＰＤＣ、ＰＣＢＮ、陶瓷和金刚石膜）的发展现状及前景;同时也介绍了以这些材料切削具的钻头制造及应用情况;指出金刚石膜合成技术的发展已使金刚石膜制造钻井工程用切削具成为可能。     

夹皮沟金矿燕山期花岗岩体外接触带构造控矿及成矿预测

夹皮沟金矿床主要成矿时代和控矿构造类型－直悬而未决,矿区及外围找矿始终处于徘徊阶段,经控矿构造深部组成和岩浆岩,脉岩,金矿石相互间关系的研究,金主要成矿归代为燕山期,控矿构造类别属外接触带断裂型,找矿靶区应重点选在燕山期隐伏花岗岩体北东侧变质围岩中。     

一个地下水资源系统管理模型的研究

本文以三坝灌区地下水资源的开发利用为例,介绍了一个反映地下水运动规律的综合性数学模型,并且将数值法与地下水资源系统分析的线性规划方法结合起来,提供出一个完整的模型。目的在于对地下水资源系统进行优化管理。