基于块体化程度确定裂隙岩体表征单元体     

夏露  刘晓非  于青春 《岩土力学》2010,31(12):3991-3996

表征单元体（REV,或典型单元体）的存在是应用连续介质方法研究岩体问题的前提,因此,裂隙岩体表征单元体研究是岩体力学及岩体水力学中的一个基础问题,表征单元体的存在与否可以从不同物理参数的角度进行分析。从岩体块体化程度的角度对其存在性进行了较系统的分析,把岩体中由裂隙圈闭形成的孤立块体的总体积在岩体中所占体积百分比定义为裂隙岩体的块体化程度。介绍了GeneralBlock软件的基本分析过程,利用软件建立了三维裂隙岩体模型。根据国际岩石力学学会的裂隙分级,针对5个延展性级别、7个间距级别建立了35种岩体结构模型。利用GeneralBlock对这35种岩体进行了块体识别,分别讨论了这35种岩体结构的块体化程度随着模型范围变化的波动情况。由于所建立的岩体结构模型是随机的,对每种结构的每个研究范围进行了5次随机实现。结果表明,对所有的35种岩体,表征单元体的尺寸在4～8倍间距之间,不超过8倍间距。  相似文献   

A 2D finite volume model for bebris flow and its application to events occurred in the Eastern Pyrenees   总被引：1，自引：0，他引：1  

V.MEDINA  A.BATEMAN  M.HüRLIMANN Ph.D student  Sediment Transport Research Group  Department of Engineering Hydraulic  Marine  Environmental Engineering  Technical University of Catalonia 《国际泥沙研究》2008,23(4):348-360

FLATModel is a 2D finite volume code that contains several original approaches to improve debris-flow simulation. Firstly, FLATModel incorporates a ＂stop-and-go＂ technique in each cell to allow continuous collapses and remobilizations of the debris-flow mass. Secondly, flow velocity and consequently yield stress is directly associated with the type of rheology to improve boundary accuracy. Thirdly, a simple approach for entrainment is also included in the model to analyse the effect of basal erosion of debris flows. FLATMODEL was tested at several events that occurred in the Eastern Pyrenees and simulation results indicated that the model can represent rather well the different characteristics observed in the field.  相似文献   

Method to improve the mitigative effectiveness of a series of check dams against debris flows   总被引：2，自引：0，他引：2  

Rabindra Osti  Shinji Egashira 《水文研究》2008,22(26):4986-4996

The advance of technology has led to more competent countermeasures, but lives and properties still continue to suffer from water‐induced disasters, such as floods, landslides, and debris flows. To increase the effectiveness of counter systems, improved methods of planning and designing such systems are prerequisite. This paper describes briefly a methodological approach for predicting debris flow characteristics, and proposes techniques for evaluating and improving the mitigative effectiveness of check dams against debris flows in steep mountain torrents. Additionally, a non‐dimensional parameter, namely potential storage volume, is introduced to generalize the evaluation processes. As an example, the 1999 debris‐flow event in the San Julian River, Venezuela, is chosen for discussion. The paper also proposes a method of evaluating the control function of a series of check dams as well as the criteria for the selection of their sizes, numbers and locations. It is hoped that this work will help to determine which combinations of check dams will fit best together for the optimal control of debris flows and available resources in any river basin. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

基于多层DEM与QTPV的混合数据模型及其在地质建模中的应用   总被引：8，自引：1，他引：7  

程朋根  王承瑞  甘卫军  肖根如 《吉林大学学报(地球科学版)》2005,35(6):806-811

提出一种基于多层DEM与似三棱柱体元（QTPV）的混合三维数据模型。模型包含顶点、线段（棱边、三角形边）、三角形、侧面四边形、似三棱柱体元和DEM 6个基本元素,同时包含点对象、线对象、面对象、体对象、复杂对象、空间对象等6个对象。设计了6个基本元素和2种地质对象的数据结构和它们之间的拓扑关系。研究了基于原始采样点和基于内插点的两种建模方法。以模拟数据和地质钻探数据对开发的原型系统进行验证。研究表明,基于多层DEM与似三棱柱体元的混合三维数据模型具有同时表达空间对象的表面和内部结构的能力,适合地质勘探领域的三维建模。  相似文献   

岩溶裂隙地下水流数学模型求解的有限体积法及应用     

马瑞杰  李欣 《吉林大学学报(地球科学版)》2005,35(6):762-765,785

岩溶裂隙介质可视为双重孔隙度介质。根据水流连续性原理、质量守衡和达西定律,建立了裂隙-岩溶承压含水层非稳定流双重介质数学模型,采用有限体积法对其求解,并以深圳龙岗区为例对模型进行验证。结果表明,计算模型与实际水文地质条件比较接近,计算水位与实测水位相吻合。  相似文献   

三维地层的三棱柱剖分与土方计算   总被引：5，自引：0，他引：5  

周翠英  董立国 《岩土力学》2006,27(2):204-208

三维地层剖分算法是实现地层三维可视化与土方计算的重要基础。采用三棱柱体建模方法构造三维地层,分析任意平面切割三棱柱的不同情形,得出了针对三棱柱地层的剖分算法;提出了以切割面为分界面,将单个三棱柱剖分成多个小三棱柱的三角投影分割法--将三棱柱顶面、底面及切割截面按一定规则进行合理三角化划分,使划分后三角形在水平面上的投影相重合;将该3层三角形组合成以切割面为分界面的2层小三棱柱,从而完成剖分。土方计算中首先给出开挖体的边界控制方程,根据该控制方程所限定的内边界得到开挖区域,结合上述剖分算法,对该区域内所有小三棱柱体积求和,得到开挖土方量。将以上算法应用到广东省某重大水利工程中,实现了基坑模拟开挖及其土方计算。  相似文献   

压密注浆的能量分析方法   总被引：6，自引：2，他引：4  

邹金锋  李亮  杨小礼  王志斌  何长明 《岩土力学》2006,27(3):475-478

为了能够从能量的角度分析压密注浆的力学机理,并给出注浆压力的理论解,将整个注浆过程视为无限土体中的圆孔扩张问题,根据注浆过程中能耗区土体在注浆压力和静止土压力作用下的应力、应变和体变关系以及注浆扩孔过程中的能量和体变守恒原理,推导出压密注浆极限注浆压力的理论解答。计算和分析表明,理论解的计算结果与工程实际比较吻合,而且球形扩孔的注浆压力比柱形扩孔的注浆压力要小得多,初步证实了理论解的可靠性。  相似文献   

非结构网格生成法在二维潮流数学模型中的应用     

杜敏  陶建华 《海洋技术学报》2005,24(1):58-63

文章基于Delaunay三角化的思想实现了非结构化数值网格生成技术,并LOP(Local Optimization Procedure)算法对网格进行了优化。用有限体积法在非结构三角形网格上对平面二维潮流方程进行了数值求解。实例应用分析表明,文中的数值网格生成技术和有限体积方法相结合用于求解具有复杂几何边界区域内的潮流问题能取得很好的结果。  相似文献   

中国旱涝巨灾长期预报方法的研究   总被引：2，自引：0，他引：2  

刘伟  范垂仁 《海洋预报》2005,22(3):11-16

文中从影响旱涝巨灾物理机制入手,对巨灾研究采用“立体的、动态的、全方位”的思路和做法,选用1951年～2003年全国受旱涝面积七大流域主要水文站最大洪峰流量同相应的天文、海温、环流特征量等通过微机计算,从2000多万数据中选出6％相关系数大于0．4的数据建立模型图,经分析验证可知：造成我国巨灾旱涝首位是海温,其次是环流特征量;而年月太阳黑子数,日月食是做好超长期预撒因子最理想指标;近日点、远日点、立春日期三者三年滑动平均指针是计算预测巨灾早涝定量值最佳指标。  相似文献   

Flow based oversampling technique for multiscale finite element methods     

J. Chu  Y. Efendiev  V. Ginting  T.Y. Hou 《Advances in water resources》2008

Oversampling techniques are often used in porous media simulations to achieve high accuracy in multiscale simulations. These methods reduce the effect of artificial boundary conditions that are imposed in computing local quantities, such as upscaled permeabilities or basis functions. In the problems without scale separation and strong non-local effects, the oversampling region is taken to be the entire domain. The basis functions are computed using single-phase flow solutions which are further used in dynamic two-phase simulations. The standard oversampling approaches employ generic global boundary conditions which are not associated with actual flow boundary conditions. In this paper, we propose a flow based oversampling method where the actual two-phase flow boundary conditions are used in constructing oversampling auxiliary functions. Our numerical results show that the flow based oversampling approach is several times more accurate than the standard oversampling method. We provide partial theoretical explanation for these numerical observations.  相似文献