The Analytic Element Method for rectangular gridded domains,benchmark comparisons and application to the High Plains Aquifer     

《Advances in water resources》2013

Groundwater studies face computational limitations when providing local detail (such as well drawdown) within regional models. We adapt the Analytic Element Method (AEM) to extend separation of variable solutions for a rectangle to domains composed of multiple interconnected rectangular elements. Each rectangle contains a series solution that satisfies the governing equations and coefficients are adjusted to match boundary conditions at the edge of the domain and continuity conditions across adjacent rectangles. A complete mathematical implementation is presented including matrices to solve boundary and continuity conditions. This approach gathers the mathematical functions associated with head and velocity within a small set of functions for each rectangle, enabling fast computation of these variables. Benchmark studies verify that conservation of mass and energy conditions are accurately satisfied using a method of images solution, and also develop a solution for heterogeneous hydraulic conductivity with log normal distribution. A case study illustrates that the methods are capable of modeling local detail within a large-scale regional model of the High Plains Aquifer in the central USA and reports the numerical costs associated with increasing resolution, where use is made of GIS datasets for thousands of rectangular elements each with unique geologic and hydrologic properties, Methods are applicable to interconnected rectangular domains in other fields of study such as heat conduction, electrical conduction, and unsaturated groundwater flow.  相似文献   

西安白鹿塬北缘黄土边坡稳定的可靠度分析     

王阿丹  王昌业  李萍  李同录 《西安地质学院学报》2012,(1):104-110

在西安白鹿塬北缘实测了14个黄土自然边坡断面,建立了地质模型,通过采样测试并收集已有的测试资料,获得了各时代黄土地层的物理力学参数,将Morgenstern—Price法稳定性计算公式作为极限状态方程,分别采用Monte—Carlo法和Duncan法进行了边坡稳定的可靠度分析。结果表明：采用Monte—Carlo法和Duncan法得到的14个边坡稳定系数分别为1．11～1．41和1．09～1．33,显示这些边坡处于基本稳定一稳定状态;采用上述两种方法得到的边坡可靠指标分别为0．56～1．79和0．39～1．60,得到的失效概率分别为3．4％～29．0％和5．5％～34．8％,并且共有75％的边坡失效概率大于10％,失效可能性较大。统计结果表明：白鹿塬区边坡的坡高和坡度存在负相关性。低而陡的边坡潜在最危险滑面剪出口较高,失效概率较小;坡高达到50m及以上时,边坡高而缓,剪出口较低,失效概率较大,其中河流下切深,有N2泥岩出露的极高边坡,稳定性最差。Duncan法求解的稳定系数略小于Monte-Carlo法求得的结果,而前者求解的失效概率略大于后者,两种方法计算结果较为接近。由于Duncan法理论简单,计算量小,更宜于在实际工程中应用。  相似文献   

生长断层活动强度定量研究的主要方法评述   总被引：2，自引：0，他引：2  

雷宝华 《地球科学进展》2012,27(9):947-956

目前,定量研究生长断层活动强度的主要方法有生长指数法、古落差法、断层活动速率法、(古)滑距法和断层位移—长度关系分析法等。在前人研究的基础上,对这些方法进行系统的补充和总结。从不同方法的提出、判别、前提假设、优缺点和关系对比等方面,进行介绍和评述。并通过实例分析,用生长指数法、古落差法、断层活动速率法和断层位移—长度关系分析法计算大张坨断层的活动强度,指出不同方法的优缺点。最后对生长断层活动定量研究方法的发展趋势进行了预测,认为生长断层活动定量研究向精度不断提高、多种方法综合运用、对断层活动演化研究更全面、揭示更多的地质和油气信息等方面发展。  相似文献   

地震分频解释技术在河道砂预测中的应用     

冯斌  赵峰华  王淑华 《地球科学进展》2012,27(5):510-514

地震资料分频处理技术是一种比常规地震属性识别储层更有效的方法。该方法将一定时窗内地震反射波通过离散傅里叶变从时间域换转换到频率域,用转换后的振幅谱和相位谱识别薄储层的厚度变化和边界。通过该技术可以对地震资料中所有单频信号进行有针对性的分析,已经证明是一种具有较高可信度的技术。针对胜利油田老河口油田老168井区馆陶组河道砂油藏厚度薄、横向变化大的地质特征,本文运用分频处理技术对该井区馆陶组地层砂体分布进行预测,并对储层非均质性进行了分析,经钻井证实,预测结果与实际情况十分吻合。  相似文献   

重力测量中地形改正新法     

黄元有  吕许朋  付彦平 《云南地质》2012,(1):77-79

重力近区地形改正采用激光测距测高仪,中区地形改正采用国家地理信息中心提供的1∶5万DEM高程数据使用软件,精度满足设计和规范要求,工作效率高,减少了人为误差的影响,是一种多快好省的方法。  相似文献   

ICP-MS法测定地球化学样品中痕量金     

徐红梅  童绍先  杜白 《云南地质》2012,(1):131-133,130

用电感偶合等离子体质谱法(ICP-MS)测定矿石中痕量金,测定速度快,检出限低,灵敏度高,分析重现性好的特点。方法经国家一级标准物质验证,金的测定结果与标准值相符。  相似文献   

铝分析中氟化物取代苦杏仁酸方法的改进     

柳昆华  田建平  陈兵  李跃松 《云南地质》2012,(2):253-255

使用氟化物取代锌盐-EDTA滴定法,与电位滴定、光谱分析等手段在铝土矿、合金中铝含量测定,设备要求低,环境友好,分析方便易行,准确度和精密度上达到国家行业要求,有不可取代的优势。  相似文献   

综合物探法在个旧高松矿区深部找矿中的应用   总被引：1，自引：0，他引：1  

周智  冯开平 《云南地质》2012,(3):354-359

个旧高松矿区锡矿体埋藏深度较大,一般大于500米,单一的常规物探方法难以满足找矿要求。地表应用TEM,坑内、井中应用激电等综合物探方法进行找矿。在深部找矿中能取得较好效果。  相似文献   

EH4法在宜良、腾冲抗旱找水勘查中的应用     

李山宇  张纯刚  蒋丛林 《云南地质》2012,(3):360-363

2010～2011年间,云南大多数地区发生百年一遇旱灾,宜良和腾冲两地进行高频大地测深法(EH4)地下找水勘探,取得较好的勘探效果,说明EH4法在岩溶地区和玄武岩地区找水的有效性。  相似文献   

Refined seaward boundary conditions for modelling shallow water waves in semi-enclosed water bodies     

《Applied Ocean Research》2016

Based on the theory of characteristics, this research elaborates on the numerical treatment of two types of seaward boundary conditions for modelling long-wave dynamics in truncated estuarine and coastal domains. These seaward boundary conditions are devised for the solution of the fully non-linear shallow water equations in the time domain. The first type is the clamped boundary, at which the water level variation is given and the velocity is computed along the characteristic line going out of the domain. The second type is the non-reflecting boundary, where the incident wave information is introduced and the reflected waves from inside the computational domain are allowed to escape at the same time. The essence of its numerical implementation is to distinguish the inward and outward characteristics and to disconnect the incoming characteristic relation from the actual flow inside the domain. Compared with previous techniques, the present method includes extra terms in the derivation to account for the effects of the uneven bed, bottom friction and shape of the characteristic lines. A shock-capturing finite difference method is used to solve the shallow water equations in the deviatoric format, but the seaward boundary algorithms constructed herein are generic and applicable to other solvers. The necessity of these refinements is highlighted by simulating the tidal oscillation in the Persian/Arabian Gulf, periodic wave runup on the coastline and the wave resonance in a narrow harbour. It is found that neglecting the bed slope at the boundary may result in biased mean water levels in the prediction.  相似文献