Interactions between nonlinear water waves and non-wall-sided 3D structures

Interactions between water waves and non-wall-sided cylinders are analyzed based on velocity potential theory with fully nonlinear boundary conditions on the free surface and the body surface. The finite element method (FEM) is adopted together with a 3D mesh generated through an extension of a 2D Delaunay grid on a horizontal plane along the depth. The linear matrix equation for the velocity potential is constructed by imposing the governing equation and boundary conditions through the Galerkin method and is solved through an iterative method. By imposing the gradient of the potential equal to the velocity, the Galerkin method is used again to obtain the velocity field in the fluid domain. Simulations are made for bottom mounted and truncated cylinders with flare in a numerical tank. Periodic waves and wave groups are generated by a piston type wave maker mounted on one end of the tank. Results are obtained for forces, wave profiles and wave runups. Further simulations are made for a cylinder with flare subjected to forced motion in otherwise still open water. Results are provided for surge and heave motion in different amplitudes, and for a body moving in a circular path in the horizontal plane. Comparisons are made in several cases with the results obtained from the second order solution in the time domain.     

巴彦河套新区异形齿PDC钻头研究与应用

为了巴彦河套新区油气资源高效开发,（1）通过测井数据、岩心实验以及实钻数据,开展了该区地层岩性可钻性分析,表明白垩系埋深较深地层以及太古界片麻岩地层可钻性差;（2）调研了该区以及外部区块难钻地层异形齿钻头实钻情况,白垩系5000 m以深地层以及太古界地层单只钻头进尺少,机械钻速低,调研的外部区块塔里木塔河南难钻地层通过使用异形齿钻头,提速效果显著;（3）对比分析了平面齿、斧形齿、多棱齿以及锥形齿破岩机理,为后续钻头优化设计提供了理论支撑;（4）开展了异形齿PDC钻头现场实验,较常规PDC钻头单只进尺以及机械钻速均取得了显著的提升,其中有21口井实现二开“一趟钻”,总进尺30000余米。总之根据地层可钻性变化,优配平面齿、斧形齿、多棱齿以及锥形齿,提高钻头与地层的配伍性,可显著提高钻井效率。     

利用空白区域骨架线网眼匹配多源面状居民地

多源大比例尺城市地图中,同名居民地数据间往往存在较大几何位置偏差,从而增加了居民地匹配的难度和不确定性。针对这一问题,本文提出了一种利用空白区域骨架线网眼进行居民地匹配的新方法。首先,提取空白区域骨架线,并建立空白区域骨架线网眼和居民地之间的一一映射关系,将居民地匹配转换为骨架线网眼匹配;然后,根据骨架线网眼之间的相接拓扑关系构建对偶图,计算对偶图中每个节点的各项中心性指标,并利用极化变换和层次分析法建立骨架线网眼匹配模型,获取骨架线网眼匹配结果;最后,将骨架线网眼匹配结果按照映射关系进行传递,从而得到居民地匹配结果。将居民地匹配转换为空白区域骨架线网眼匹配,并对骨架线网眼进行对偶图构建和极化变换,为匹配增加拓扑约束和相对位置约束,从而弥补几何位置的较大偏差对匹配造成的影响。对比试验及分析表明本方法能够有效解决大比例尺城市地图中几何位置偏差较大的面状居民地的匹配问题。     

金刚石钻头参数与钢筋砼的适应性研究

根据钢筋砼的特性,从理论分析结合实践经验合理选择了金刚石钻头的主要性能参数,ＧＷ２号配方对钢筋砼的适用性较好,胎体性能稳定,并选用了粒度为４０－５０目、浓度为４５％的较高品级金刚石与该胎体相匹配,在生产使用中取得了较好的钻进效果 。     

结合交通信息的最佳路径搜索

论述了交通信息参与最佳路径搜索的可能性,将交通信息分类,提出了交通信息数值化的方法,以及利用路网数据库结合交通信息的最佳路径搜索算法。     

基于非结构化风格的三维大地电磁矢量有限无模拟

Three-dimensional forward modeling magnetotellurics （MT） problems. We present a is a challenge for geometrically complex new edge-based finite-element algorithm using an unstructured mesh for accurately and efficiently simulating 3D MT responses. The electric field curl-curl equation in the frequency domain was used to deduce the H （curl） variation weak form of the MT forward problem, the Galerkin rule was used to derive a linear finite-element equation on the linear-edge tetrahedroid space, and, finally, a BI-CGSTAB solver was used to estimate the unknown electric fields. A local mesh refinement technique in the neighbor of the measuring MT stations was used to greatly improve the accuracies of the numerical solutions. Four synthetic models validated the powerful performance of our algorithms. We believe that our method will effectively contribute to processing more complex MT studies.     

基于三维激光扫描的空间地物建模

利用地面三维激光扫描仪获取的空间数据,进行了三维空间地物建模研究。以建筑物建模为例,首先从原始数据中分离提取建筑物,然后对得到的建筑物数据进行去噪处理,再通过整体匹配纠正并对原始测量数据进行重新采样和拼接配准,建立了由三角网构成的三维表面模型。结果表明,所构建的三维表面模型较好地表达了建筑物的几何特征,户外实验也验证了上述过程可以实现对建筑物快速三维建模。     

Unstructured mesh generation and landcover-based resistance for hydrodynamic modeling of urban flooding

Urban flood inundation modeling with a hydrodynamic flow solver is addressed in this paper, focusing on strategies to effectively integrate geospatial data for unstructured mesh generation, building representation and flow resistance parameterization. Data considered include Light Detection and Ranging (LiDAR) terrain height surveys, aerial imagery and vector datasets such as building footprint polygons. First, a unstructured mesh-generation technique we term the building-hole method (BH) is developed whereby building footprint data define interior domain boundaries or mesh holes. A wall boundary condition depicts the impact of buildings on flood hydrodynamics. BH provides an alternative to the more commonly used method of raising terrain heights where buildings coincide with the mesh. We term this the building-block method (BB). Application of BH and BB to a flooding site in Glasgow, Scotland identifies a number of tradeoffs to consider at resolutions ranging from 1 to 5 m. At fine resolution, BH is shown to be similarly accurate but execute faster than BB. And at coarse resolution, BH is shown to preserve the geometry of buildings and maintain better accuracy than BB, but requires a longer run time. Meshes that ignore buildings completely (no-building method or NB) also support surprisingly good flood inundation predictions at coarse resolution compared to BH and BB. NB also supports faster execution times than BH at coarse resolution because the latter uses localized refinements that mandate a greater number of computational cells. However, with mesh refinement, NB converges to a different (and presumably less-accurate) solution compared to BH and BB. Using the same test conditions, Hunter et al. [Hunter NM, Bates PD, Neelz S, Pender G, Villanueva I, Wright NG, Liang D, et al. Benchmarking 2D hydraulic models for urban flood simulations. ICE J Water Manage 2008;161(1):13–30] compared the performance of dynamic-wave and diffusive-wave models and reported that diffusive-wave models under-predicted the longitudinal penetration of the flood zone due to important inertial effects. Here, we find that a relatively coarse-mesh implementation of a dynamic-wave model suffers from the same drawback because of numerical diffusion. This shows that whether diffusion is achieved through the mathematics or numerics, the effect on flood extent is similar. Finally, several methods of distributing resistance parameters (e.g., Manning n) across the Glasgow site were evaluated including methods that utilize aerial imagery-based landcover classification data, MasterMap^® landcover classification data and LiDAR-based feature height data (e.g., height of shrubs or hedges). Results show that landcover data is more important than feature height data in this urban site, that shadows in aerial imagery can cause errors in landcover classification which degrade flood predictions, and that aerial imagery offers a more detailed mapping of trees and bushes than MasterMap^® which can locally impact depth predictions but has little impact on flood extent.     

边坡稳定分析的自适应性局部网格加密解法

常规的有限元强度折减法在确定边坡塑性区时,不能直观地反映出塑性区的形状和滑裂面位置,计算结果精度低。在塑性区范围内进行网格局部加密,不仅使安全系数的计算精度大幅度提高,而且可求出滑裂面的形状和位置。针对求解塑性区搜索滑裂面这一具体问题,提出塑性应变界限值网格加密准则,采用自适应性网格局部加密技术求解边坡的滑裂面和稳定安全系数。数值计算结果表明,所提出的加密准则能正确地确定滑裂面的形状和位置,计算所得稳定安全系数和理论稳定安全系数仅相差0.2 %。     

西藏满拉水利枢纽泄洪洞进口高边坡稳定分析及处理

西藏满拉水利枢纽泄洪洞进口边坡高度６０～１００ｍ,地质条件较复杂,断层及顺坡向节理均较发育,岩体完整性较差,在边坡加固处理中要用挡墙、喷锚、挂网喷锚、锚索等。从而达到了稳定边坡的目的。