Building a three dimensional sealed geological model to use in numerical stress analysis software: A case study for a dam site     

Nengxiong Xu  Hong Tian  Pinnaduwa H.S.W. Kulatilake  Qingwei Duan 《Computers and Geotechnics》2011

The dam area of the SUOXI hydropower project shows high terrain undulation and complex geological conditions, containing 6 faults and 7 weak inter-beds. A geometric model developed to represent the geology and engineering structures should incorporate the geological realities and should allow suitable mesh generation to perform numerical stress analysis. This is an important precondition to perform rock mass stability analysis of a dam foundation based on a numerical stress analysis software such as FLAC^3D. Using the modeling tools available in FLAC^3D, it is difficult to construct a complex geological model even after performing a large amount of plotting and data analyses. The 3-D geological modeling technique suggested in this paper, named as Sealed Geological Modeling (SGM), is a powerful tool for constructing complex geological models for rock engineering projects that require numerical stress analysis. Applying this technique, first, the geological interfaces are constructed for the dam area of SUOXI hydropower project using various interpolation procedures including geostatistical techniques. Then a unitary wire frame is constructed and the interfaces are connected seamlessly. As the next step, a block tracing technique is used to build a geological model that consists of 130 seamlessly connected blocks. Finally, based on the Advancing Front Technique (AFT), each block is discretized into tetrahedrons and a mesh is generated including 57,661 nodes and 215,471 tetrahedrons which is suitable to perform numerical stress analysis using FLAC^3D.  相似文献   

A numerical study on local characteristics of predetermined irregular wave trains     

Xiufeng Liang  Jianmin Yang  Jun Li 《Ocean Engineering》2011,38(4):651-657

In actual sea states, damage to offshore floating structures is usually caused by a few extreme waves or wave groups in an irregular wave train. Accurate simulation of the irregular wave trains can lay a solid foundation for understanding the local flow field and impact loads that would potentially cause such damage. This paper describes how the generation of a single extreme wave was investigated. Determination of the wave-maker motion for generating specified irregular wave trains is the key to this work. First, an experimental irregular wave train was decomposed into a certain number of small-amplitude waves. Fourier series expansion was performed to determine the amplitude and the initial phase angle of each wave component. Then a hydrodynamic transfer function was used to calculate the amplitude of the wave-maker motion associated with each wave component. Superposition was made on all the wave components to get the final wave-maker motion. During the numerical simulation, calculated horizontal velocity profiles of the extreme wave at different moments were analyzed and compared with experimental results, and a satisfactory agreement was obtained. In the simulation, VOF method was employed to capture the free surface, and a dissipation zone was used to deal with wave reflection.  相似文献   

完全保持能量守恒的非常定自适应网格模式     

刘卓  曾庆存 《大气科学》1995,19(2):129-139

本文基于自适应网格的原理，发展了一套网格随时间变的自适应网格模式。该模式保持着 IAP 模式原有的整体积分性质，并具有在任何时刻可随意调整网格点的疏密程度及网格点与边界相重合的特点。可用于台风路径的数值预报等方面。  相似文献   

有序标记与气象等值线的自动填充和隐藏          下载免费PDF全文

冯建设  薛晓萍  李鸿怡  陈辰  张继波 《山东气象》2018,38(1):82-90

气象要素等值线分析是气象业务与服务不可或缺的手段,依据等值线自动填充的色斑图广泛应用于各类气象要素场的空间分析。等值线自动填充最关键的环节是确定区域属性值和排序,不可避免地要进行格点与区域、区域与区域之间的包含关系判别,通常需要反复遍历格点数组和创建临时区域,占用内存较多,影响运行效率。文中基于有序标记,巧妙地运用位置关系替代传统的包含关系判别,显著降低了区域属性值确定与排序的难度和复杂度。对于离散的气象要素场,密集的等值线不仅没有实际意义,而且影响空间分布的直观效果,文中基于同一网格边上等值点的有序标记,提出一种自动隐藏部分密集等值线的方法,有效改善了离散场空间分布特征的直观效果。  相似文献   

多种细网格模式对湖南水库流域面雨量的预报检验     

廖春花  刘红武  张永锋  杨令 《气象科技》2018,46(4):724-728

选取2016年5—12月欧洲ECMWF、日本JMA、T639、德国GERMAN、湖南本地细网格HNGRIB的高分辨率降水预报产品,从预报时效、流域区域、面雨量量级、影响系统和预报偏差五个方面,检验分析了各模式对湖南水库流域面雨量的预报效果。结果表明:各细网格模式对流域面雨量的预报能力随预报时效的增加而下降,但ECMWF和JMA的预报效果相对较好且稳定,T639最差;各模式在非汛期10—12月的流域面雨量预报效果要优于汛期5—9月;随着面雨量量级增大,各模式的预报能力均下降,特别是对30mm以上的面雨量预报能力非常低;各模式对高空槽降水的预报能力最好,对西南低涡降水的预报能力最差;ECMWF、JMA、HNGRIB在各个时效上存在面雨量预报偏小的情况,而GERMAN、T639随着时效的增加,面雨量预报偏大的情况增多。  相似文献   

Neotectonics and slope stabilization at the Alhambra, Granada, Spain     

J.L. Justo  J.M. Azan  A. Azor  J. Saura  P. Durand  M. Villalobos  A. Morales  E. Justo 《Engineering Geology》2008,100(3-4):101-119

Over 600 years, the Alhambra Palace of Granada, Spain, (a World Heritage site) has been damaged by earthquakes and slope instability. The western part of San Pedro Cliff, on the northern slope of the palace is a compound fault scarp — fault-line scarp, modified by river erosion and latterly by successive slab falls. The plane of the fault with the largest throw (c. 7 m) outcrops in the innermost part of the escarpment, and is a normal fault with a NW–SE strike and steep SE dip. It is part of a set outcropping along the Alhambra hill. Fault activity may be very recent, perhaps related to historical earthquakes. Seismic risk at the Alhambra is considered to be moderate: there is earthquake damage of the Arab walls and barrier. The most significant historical damage occurred in 1431 and partially collapsed the Arab barrier. Extension associated with the faults loosens the ground and contributes to slab falls. The faults are also preferential water paths. Both the many cracks of the walls and collapses of the Alhambra barrier appear concentrated and aligned with the fault set.Stability analyses suggest that the factor of safety of the San Pedro slope under 1000-yr-return-period earthquake loading may drop below 1.0 and the critical slip surface could penetrate the Alhambra walls. To raise the safety factor above 1.0 and to counteract extensional stress in the cliff, an apparently environmentally acceptable solution with minimal visual impact is proposed. It consists of high-yield-stress wire mesh, post-tensioned by anchors, and coloured to blend with the cliff.  相似文献   

武警湖北省总队团职楼深基坑设计与施工          下载免费PDF全文

陈飞  黄晓琴 《探矿工程》2008,35(10):36-38,48

针对武警湖北省总队团职楼深基坑极为复杂的地质条件和周边环境,采用桩锚、锚喷网、放坡挂网喷砼和双排粉喷桩的联合支护方案,保证了基坑施工和周边建筑物及地下管线的安全,降低了工程成本,缩短了工期,取得了很好的经济效益和社会效益。  相似文献   

基于大比例尺航空影像共面约束条件的相机自检校方法     

赵爽  李学军  刘涛  谢剑薇 《测绘学报》2017,46(1):98-106

提出了基于大比例尺航空影像共面约束的相机自检校方法,该方法使用所有立体像对同名点基于共面约束对相机的内方位元素及畸变系数进行解算。首先进行航空影像同名点匹配,构建立体像对;然后基于共面约束使用直接解法和迭代优化进行相对定向,解算相机位置与姿态;最后使用最小二乘优化方法解算相机内方位元素和畸变系数。对于高分辨率大尺寸航空影像,图像中心及边缘的畸变差异较大,为了进一步提高解算精度,对图像进行网格区域划分解算畸变。使用大比例尺航空影像进行解算能真实精确反映航空摄影测量时所获取图像的相机参数和畸变系数,避免检校环境与使用环境不同解算得到的相机畸变参数不能真实反映所获取影像的畸变问题;使用所有同名点解算,避免由于选择不同特征点或控制点对检校精度的影响;通过区域网格划分,进一步提高了解算精度。对检校结果进行了分析,该方法精度较高,与基于室外检校场的精度相当,能真实精确反映航空摄影测量时所获取图像的相机参数和畸变系数,提高了三维重建的精度。  相似文献   

Flash Code Simulations of Rayleigh-Taylor and Richtmyer-Meshkov Instabilities in Laser-Driven Experiments     

Nathan C. Hearn  Tomasz Plewa  R. Paul Drake  Carolyn Kuranz 《Astrophysics and Space Science》2007,307(1-3):227-231

We present two- and three-dimensional simulations involving Richtmyer–Meshkov and Rayleigh-Taylor instabilities run with the adaptive mesh refinement code, flash. Variations in the rate of mixing layer growth due to dimensionality, perturbation modes, and simulation resolution are explored. These simulations are designed for detailed comparisons with experiments run on the Omega laser to gain understanding of the mixing processes and to prepare for validation of the Flash code.  相似文献   

方目网囊对蓝圆鲹和多齿蛇鲻的选择性比较   总被引：1，自引：0，他引：1  

张旭丰  杨吝  谭永光  张鹏 《广东海洋大学学报》2002,(3)

为检测方目网囊对蓝圆鱼参和多齿蛇鲻的选择作用 ,2 0 0 0年 1 1～ 1 2月在南海北部海域试验了 4种目大的方目网囊。结果表明 ,方形网目网囊有利于释放纺缍形 (如蓝圆 鱼参)、圆形或近圆形 (如多齿蛇鲻 )两种形体鱼类的小、幼鱼 ,且对后者的释放效果更好。当网囊目大分别为 45、5 0mm时 ,蓝圆鱼参的5 0 %选择体长 (L0 .5)分别为 1 2 1 2 2、1 2 8 77mm ;当网囊目大分别为 40、45、5 0mm时 ,多齿蛇鲻的L0 5分别为 1 2 4 1 2、1 2 6 75、1 3 9 3 2mm。通过不同目大网囊对蓝圆鱼参、多齿蛇鲻选择性比较分析 ,发现 5 0mm目大方目网囊的选择效果好于 40、45mm目大的网囊 ,因此 ,在南海区拖网渔业中采用 5 0mm目大的方目网囊是必要的 ,同时建议将 1 5 0mm作为蓝圆鱼参、多齿蛇鲻的最小可捕叉长标准。  相似文献