石油开采对地下水的污染及防治对策

在石油开采区,水质优良的地下水十分有限。而目前石油开采区的地下水污染问题十分突出。介绍了石油开采对水资源的破坏,分析认为原油泄漏及污水回注是石油开采区地下水污染的主要原因,并指出了地下水污染带来的种种危害,最后提出了污染治理措施、方法及技术思路。     

应用探地雷达技术检测隧道衬砌质量

介绍了应用探地雷达检测隧道衬砌质量的原理及技术,阐述了该技术的基本方法及其数据图像处理过程。老木峪隧道衬砌质量检测结果表明,应用探地雷达技术检测隧道衬砌效果良好,其衬砌厚度检测误差在 5 %之内,并能准确检测出衬砌内布筋数量,对回填层密实程度也可作出粗略估计。     

Detection of crustal inhomogeneity in the Nojima Fault zone using earth current noise

Abstract A resistivity survey method using artificial telluric noise was examined and applied to a field of a fault zone. The electric earth current was measured at 50 sites in the Nojima Fault zone, which is in the northwestern part of Awaji Island, southwestern Japan. The dominant component of the observed electric field is supposed to be leakage currents from DC electric railways running outside the island. Amplitude and polarization of the stray current were systematically investigated and were revealed to represent the subsurface electrical structure of the study area. Some features on the fault zone's electrical structure have been pointed out, including: (i) an electrical boundary that corresponds to a geological one between granite (resistive) and sediments (conductive); and (ii) a low resistivity spot on the surface rupture of the earthquake fault. The structure estimated in the present study is both qualitatively and quantitatively consistent with previous resistivity surveys done using other methods pursued in the same area. It shows the validity of the 'stray current method' as one that is easy and uses low-cost resistivity exploration tools in a region where the effect of artificial noise caused mainly by leakage currents from electrical railways cannot be ignored.     

Water budget and vertical conductance for Lowry (Sand Hill) Lake in north-central Florida, USA

Water-budget components and the vertical conductance were determined for Lowry (Sand Hill) Lake in north-central Florida, USA. In this type of lake, which interacts with both the surface-water and groundwater systems, the inflow components are precipitation, surface-water inflow, groundwater inflow, and direct runoff (i.e. overland flow), and the outflow components are evaporation, groundwater outflow, and surface-water outflow. In a lake and groundwater system that is typical of many karst lakes in Florida, a large part of the groundwater outflow occurs by means of vertical leakage through an underlying confining unit to a deeper, highly transmissive aquifer called the upper Floridan aquifer. The water-budget component that represents vertical leakage to the upper Floridan aquifer was calculated as a residual using the water-budget equation. For the 13 month period from August 1994 to August 1995, relative to the surface area of the lake, rainfall at Lowry Lake was 1.55 m yr⁻¹, surficial aquifer inflow was 0.79 m yr⁻¹, surface-water inflow was 1.92 m yr⁻¹, and direct runoff was 0.01 m yr⁻¹. Lake evaporation was 1.11 m yr⁻¹, and surface-water outflow was 1.61 m yr⁻¹. The lake stage increased 0.07 m yr⁻¹, and the vertical leakage to the upper Floridan aquifer was 1.48 m yr⁻¹. Surficial aquifer outflow from the lake was negligible. At Lowry Lake, vertical leakage is a major component of the water budget, comprising about 35% of the outflow during the study period. The vertical conductance (K_V/b), a coefficient that represents the average of the vertical conductances of the hydrogeologic units between the bottom of a lake and the top of the upper Floridan aquifer, was determined to be 2.51 × 10⁻⁴ day⁻¹ for Lowry Lake.     

Post-entrapment modification of fluid inclusions due to overpressure: evidence from natural samples

Abstract Effects of post-entrapment fluid-inclusion modification are examined with reference to retrogression-related quartz veins from the Caledonian, Øse Thrust, northern Norway. The inclusions occur in secondary trails, and contain high-density hypersaline aqueous fluids. On morphological characteristics, they are subdivided into, Type A: elongate, ellipsoidal and/or irregular inclusions, and Type B: more equant, regular, and/or negative crystal form. With reference to previous research on post-entrapment modification of inclusions in quartz it is proposed that Type A inclusions experienced little or no post-entrapment modification, whereas Type B inclusions show features characteristic of post-entrapment permanent inelastic stretching and/or leakage. This produces increased homogenization temperatures ( T _h), associated with increased inclusion volume and lowering of density, whilst maintaining constant salinity. The similarity of data for degree of fill and salinity between Type A and Type B inclusions indicates that Type B inclusions have primarily modified by stretch rather than leakage. However, the spread towards slightly larger volume of vapour in Type B inclusions suggests that some leakage has also occurred. Because stretched and/or partially leaked inclusions have increased T _h, isochore projections significantly underestimate trapping pressure ( P _t) relative to unmodified inclusions. Therefore, recognition of post-entrapment inclusion modification due to overpressure is crucial to avoid misinterpretation of data, but has considerable potential for constraining the detail of P-T trajectories of individual rocks. On this basis, rocks from the Øse Thrust zone, north Norway, are shown to have experienced rapid uplift on a 'clockwise' P-T-t path during the final stages of Caledonian (Scandian) orogenesis.     

自流观测井泄漏的处理与水动力参数的试验研究

本文以苏１８井为例介绍了自流井泄漏的处理技术与井口动力参数的试验结果，采用钻也漏仪确定泄漏部位，内衬套管对环状间隙灌浆的堵漏技术，效果良好。采用不同泄水孔断面积对井口水动力参数进行了系列观测试验，对试验结果了分析，并推导了各参量间的函数关系，两者相当吻合，可以互相印证。     

深表土复杂荷载条件立井井壁可靠性的模糊综合评价

分析了影响深表土立井井壁可靠性的因素,并对主要因素进行合理量化,建立了指标体系。在此基础上,利用模糊评价理论,建立了深表土复杂条件下的井壁可靠性模糊评价方法。通过工程实例验证,表明该方法具有较高的实用性和准确性。     

"接触问题"引起的隧道病害分析

衬砌裂损是隧道病害中常见的问题，也是严重威胁结构安全的一个重要因素。除了温度变化、水害、衬砌本身的强度和厚度不足以及混凝土耐久性降低外，隧道围岩压力变化是衬砌产生裂损直至破坏的主要原因。文章针对铁路运营隧道病害的检测结果，对衬砌背后空洞进行平面弹塑性计算分析，得出不同位置、不同大小的空洞以及空洞群对结构各截面安全系数影响的系统认识，明确提出衬砌结构与围岩结合的不紧密性是恶化衬砌受力条件、造成围岩进一步松动、进而造成衬砌裂损的一个重要原因。文章还对直墙式及曲墙武衬砌所受到的不同影响进行了比较分析。认为曲墙武衬砌拱部结构能较好地将内力传递给边墙，由边墙部分承受较大的水平抗力，优化了整体结构的受力，从而降低背后空洞对衬砌结构的影响。通过对计算结果的系统分析和研究，合理解释了实际检测中的问题。     

温度探测土坝圆柱状集中渗漏模型研究

渗漏是堤坝破坏主要形式之一，只有确定渗漏发生的确切位置和集中渗漏通道的大小和强度，才能对其有效治理。本文基于渗流和渗漏情况下堤坝温度场特征及温度示踪基本原理，对复杂的实际问题进行科学简化合理假设，把集中渗漏通道简化为圆柱状并作为边界条件，结合钻孔探测温度实际，运用稳定热传导理论，建立了圆柱状堤坝渗漏温度示踪模型。利用测井温度曲线的最大异常温度，该模型可以计算渗漏通道的位置，渗漏通道大小，流速等参数。工程实践表明，对于垂向流速较小的地下水渗漏进行温度场示踪是有效的方法。     

盾构隧道衬砌结构受力分析的梁—弹簧系统模型

盾构隧道衬砌结构由若干管片及其间的连接螺栓组成。在其断面受力的工程设计中,目前普遍采用梁-弹簧系统模型来模拟其受力性态。其中,梁可分成直梁和曲梁两类。本文在考虑弹簧刚度的轴向、切向和转动效应的同时,从卡氏（Castigliano）第二定理出发,给出了梁-弹簧模型的矩阵式,并论证了直梁-弹簧模型与曲梁-弹簧模型的一致性关系。在数值模拟计算过程中,还考虑了地层反作用力非线性情形和管片接头转动刚度正、负弯矩时的非对称性问题。