地下水模型的快速自适应组合网格求解方法

本文针对当前地下水模型中包括断裂、防渗帷幕在内的线形水文地质对象(L ineStyle Hydrogeological Ob ject)的模拟难点,研究基于重叠型区域分解原理的快速自适应组合网格方法(Fast Adaptive Composite G rid—FAC)。论文首先概括当前线形水文地质对象的模拟手段及其存在的不足,进而讨论FAC方法建立和求解地下水模型的基本原理。通过对理想的地下水流模型的求解,表明该方法能够满足线形水文地质对象的精细模拟求解的要求,且求解效率较高。     

吊舱式直升机频率域电磁系统性能及应用效果

IMPULSE系统是2003年2月从加拿大Scintrex公司引进的吊舱式直升机频率域电磁、磁综合系统.该系统采用新型的宽带技术,数字化程度较高,系统较为灵活,尤其适合于地形较为复杂地区的矿产和水工环勘查工作.目前该系统已经完成了飞行试验和4个测区的试生产测量工作,并在地下煤火勘查、矿产勘查等方面取得了明显的效果,实践证明该系统在地质和水工环勘查中具有良好的应用前景.     

中国区域成矿若干问题探讨

本文以区域大地构造演化和区域岩石圈组成为基础,将中国大陆划分为６个成矿域：天山－兴蒙成矿域,塔里木－华北成矿域。秦－祁－昆成矿域,扬子成矿域,华南成矿域,喜马拉雅－三江成矿域,并描述了它们的基本下,按照不同地质时代,简述了中国大地构造演化与主要矿床过程,并从中国近处大地构造背景和地质成矿演化历史出发,探讨了中国区域成矿特色,初步提出８点;（１）大陆边缘成矿显著;（２）发育叠加复合成矿作用;（３）壳     

热带内外地区环流季内变化的相互作用特征──Ⅱ．数值试验研究

在本研究第Ｉ部分工作的基础上，本文建立了一个二层非线性动力学谱模式，并对它实施了一组数值试验，进而从数值试验角度探讨了季内低频域中的环流、热带对流以及低频波流之间的相互作用特征。模式大气结果进一步证实了我们在本研究第三部分中提出的结论：热带地区低频热力作用对于热带内外地区环流间的相互影响起重要的衔接作用。     

压缩天然气汽车加气站静电危害防护

从1985年开始,中国气象部门开始提供专业气象信息的有偿服务,气象经济也由此产生。气象信息所蕴含的巨大经济价值已成为经济学研究的新领域。随着中国加入WTO,气象经济这一新领域受到了种种冲击。面对来自内部的重重羁绊和外部的种种压力,我国的气象经济应如何发展,已成为每一个气象人深思的问题。利用行业优势,借助规模效应,通过配套体系逐步完善气象服务,把真正的市场营销交给更专业气象经纪人,打破气象工作的局限性,已成为中国气象经济发展的动力所在。     

新疆多旋回构造与板块运动

本文根据30多年的地质成果,特别是近年来的最新资料,应用多旋回构造与板块运动相结合的学术观点,对新疆大地构造各单元特点,不同类型的地槽、地台及其演化,多旋回构造与板块运动等进行了全面论述.     

惠州凹陷新近系K系列海平面变化定量分析及大数据应用展望

本文以珠江口盆地惠州凹陷南部为例,对地质历史时期的相对海平面变化进行了定量分析和估算,得到了研究区的相对海平面变化曲线。通过对比分析,INPEFA方法得出的曲线更能代表相对海平面变化。研究区K系列沉积时期,海平面总体是上升的,但上升的速率在不同的位置不尽相同。总体而言,四级层序海侵体系域(TST)的上升速率要稍高于与其相邻的同级别高位体系域(HST)的速率。海平面主要以交替的快速上升(海侵)和缓慢上升(海退)为特点。Fischer方法得出的曲线在本地区不直接反映相对海平面(可容纳空间)变化,但可以指示富砂层段的位置。本文进一步分析认为,可以利用地层的层序结构、分形特性以及离散的地层年龄等数据,依据贝叶斯-拉普拉斯(Bayes-Laplace)原理构建数据驱动的迭代模型,进而从粗略到精细,实现相对海平面在时间域的高精度刻画,为小尺度古环境研究和精细油藏描述提供支撑。     

北祁连阿柔地区石炭纪层序地层研究及其找矿意义

石炭纪地层是该地区分布最广泛的地层之一,因其为一套含煤地层,其沉积特征的研究对煤矿找矿工作非常重要。根据其岩石组合特征划分为2个组即臭牛沟组和羊虎沟组,多受NW—SE向断裂影响,而沿构造方向展布,其顶底一般发育齐全,通过对其层序地层的研究,认为在石炭纪地层发育时期,该区经历了2次较完整的海水入侵及退出的过程,其中的煤矿与第2个海侵体系域发育程度密切相关。     

Structure-soil-structure interaction of adjacent buildings subjected to seismic loading

The problem of the through-soil coupling of structures has puzzled the researchers in the field for a long while, especially regarding the varied performance of identical, adjacent buildings in earthquakes. The phenomenon of structure-soil-structure interaction (SSSI) that has often been overlooked is recently being recognized: The possible effects in urban regions are yet to be thoroughly quantified. In this respect, the goal of this work was to rigorously investigate the interacting effects of adjacent buildings in a two-dimensional setting. Detailed finite element models of 5-, 15-, and 30-story structures, realistically designed, were used in forming building clusters on the viscoelastic half-space. Perfectly matched layers were used to properly define the half-space boundaries. The interaction of the structure and the soil medium because of the presence of spatially varying ground motion on the boundary of excavated region was considered. The effects of the foundation material and the distance between adjacent buildings on the structural behavior of the neighboring buildings were investigated using drift ratios and base shear quantities as the engineering demand parameters of interest. The effects of SSSI, first investigated in the frequency domain, was then quantified in the time domain using suites of appropriate ground motions in accordance with the soil conditions, and the results were compared with the counterpart SSI solution of a single building. The results showed that, for identical low-rise structures, the effects of SSSI were negligible. Yet, neglecting SSSI for neighboring closely spaced high-rise structures or building clusters with a large stiffness contrast was shown to lead to a considerable underestimation of the true seismic demands even compared with solutions obtained using the rigid base assumption.     

Estimation of LNAPL saturation in fine sand using time-domain reflectometry / Estimation de la saturation en LPNAL dans du sable fin grâce à la réflectométrie en domaine temporel

Abstract

Abstract Recently, substantial progress has been made in detection and observation of non-aqueous phase liquids (NAPLs) in the subsurface using different experimental techniques. However, there is still a lack of appropriate direct methods to measure the saturation of NAPL (θ_NAPL). This paper provides a guide for estimating θ_NAPL and water content (θ _w ) in unsaturated and saturated sand based on direct measurements of soil dielectric constant (K_a ) and electrical conductivity (σ _a ) using time domain reflectometry (TDR). The results show that the previously used dielectric mixing model fails to predict θ_NAPL in the case of a four-phase system. A new methodology is suggested and exemplified by showing that the measured K_a gives accurate estimation of θ_NAPL for a three-phase system while in a four-phase system, both θ _a and K_a need to be measured. The results show that using the suggested methodology, accurate predictions of θ _w (R ² = 0.9998) and θ_NAPL lower than 0.20 m³ m^-3 (average R ² = 0.9756) are possible.