基于嵌入河道栅格的山洪灾害淹没模拟   总被引：1，自引：0，他引：1  

姜智怀  章毅之  蔡哲  李嫦 《气象》2014,40(8):1013-1018

文章以江西省曹水作为山洪灾害淹没模拟的研究区域,通过嵌入河道栅格修订数字地形,采用FloodArea水文淹没模型对数字高程模型(Digital Elevation Model,DEM)对修订前后的同一降水过程进行模拟,结合实地考察流域内淹没痕迹和水文站水位资料对比分析两者的模拟结果,并利用确定性系数和Nash—Sutcliffe效率系数对2000—2010年间出现的强降水过程的模拟结果进行验证。结论表明:基于嵌入河道栅格的山洪灾害淹没模拟能较好地反映曹水流域内的因降水导致的山洪推进路线、淹没范围及淹没水深,该方法可作为推算曹水流域的山洪灾害致灾临界面雨量的基础。  相似文献   

基于GPU和UNITY的嵌入式图像实时传输方法     

王凤瑞  范冲  莫东霖  房骥 《测绘与空间地理信息》2022,45(1):25-29

智能化无人矿山对作业现场环境的可视化要求较高,现有的可视化方法仍存在诸多问题:数据采集方式单一,存在监控盲区;数据传输线缆布设困难且易被损坏,传输延时较高;表现形式不够全面立体,并且不能用于VR/AR、SLAM、机器人定位避障等应用场景。为了满足智能矿山建设的可视化需求,本文结合当前传感技术、矿用机器人以及5G技术的发展,探讨了从数据采集、服务器部署到接收显示的详细步骤。针对全景及深度影像这类新型三维数据,提出一种基于GPU和UNITY的嵌入式视频实时传输方法,包括实时编码、异步传输、轻量级的嵌入式流媒体系统、利用UNITY实时处理以及元数据的同步传输。借助UNITY平台,将三维可视化任务从CPU转移至GPU,仿真实验表明,最高渲染帧率为60 fps时,GPU占用率在35%以下。最后,以全景和深度传感器为例进行了测试,对数据编码、位移贴图、纹理纠正进行有效性验证,并从延迟、帧率、CPU占用率3个方面评估性能。结果表明,所提关键技术均可有效提高运行效率、减少资源占用,相比FFplay延时更低。全景影像的可视化代替了视角固定的传统监控,深度数据为智能矿山巡检机器人定位及避障提供实时数据源,传输方法整体向下兼容。不仅解决传统方法视角单一、布线困难的问题,而且考虑到了智能矿山建设过程中的新需求。  相似文献   

Assessment of soil–pile–structure interaction influencing seismic response of mid-rise buildings sitting on floating pile foundations     

《Computers and Geotechnics》2014

The role of the seismic soil–pile–structure interaction (SSPSI) is usually considered beneficial to the structural system under seismic loading since it lengthens the lateral fundamental period and leads to higher damping of the system in comparison with the fixed-base assumption. Lessons learned from recent earthquakes show that fixed-base assumption could be misleading, and neglecting the influence of SSPSI could lead to unsafe design particularly for structures founded on soft soils. In this study, in order to better understand the SSPSI phenomena, a series of shaking table tests have been conducted for three different cases, namely: (i) fixed-base structure representing the situation excluding the soil–structure interaction; (ii) structure supported by shallow foundation on soft soil; and (iii) structure supported by floating (frictional) pile foundation in soft soil. A laminar soil container has been designed and constructed to simulate the free field soil response by minimising boundary effects during shaking table tests. In addition, a fully nonlinear three dimensional numerical model employing FLAC3D has been adopted to perform time-history analysis on the mentioned three cases. The numerical model adopts hysteretic damping algorithm representing the variation of the shear modulus and damping ratio of the soil with the cyclic shear strain capturing the energy absorbing characteristics of the soil. Results are presented in terms of the structural response parameters most significant for the damage such as foundation rocking, base shear, floor deformation, and inter-storey drifts. Comparison of the numerical predictions and the experimental data shows a good agreement confirming the reliability of the numerical model. Both experimental and numerical results indicate that soil–structure interaction amplifies the lateral deflections and inter-storey drifts of the structures supported by floating pile foundations in comparison to the fixed base structures. However, the floating pile foundations contribute to the reduction in the lateral displacements in comparison to the shallow foundation case, due to the reduced rocking components.  相似文献   

排桩内支撑基坑典型失稳原因及处理对策分析          下载免费PDF全文

虞利军  王茸  陈敏军 《探矿工程》2014,41(6):77-79

排桩内支撑支护结构是软土地区建筑工程中常用的一种基坑支护结构型式。从设计和施工2方面对影响排桩内支撑支护结构稳定的因素进行了分析,并结合某基坑工程破坏实例,对排桩内支撑支护结构典型失稳原因进行了分析探讨,提出了处理对策。开挖结果表明处理措施安全有效。  相似文献   

基于嵌入式开发的便携式水域测量系统     

王雪  岳建平  宁振国  周航宇 《测绘工程》2014,23(12):67-70

基于水下地形测量原理,通过设计全新的船体结构和双动力系统,加载船载的GPS RTK和测深仪,完成了测量船的基本制造装配。通过开发岸基控制模块自动导航软件及基于嵌入式的船载控制模块,实现了遥控测量船的水下地形数据采集和远程控制功能。  相似文献   

嵌入式跨平台GIS应用中间件设计     

陈涛  翟京生  郭建忠  刘爱龙 《测绘科学技术学报》2014,(5)

为了解决嵌入式GIS跨平台的软件开发问题,针对嵌入式环境的资源有限性和平台多样性特点,设计了一种嵌入式GIS应用中间件——EGIS_MW平台,该平台能够有效屏蔽不同嵌入式软硬件环境的差异,为上层应用程序提供统一高效并且适合嵌入式GIS应用的编程接口。EGIS_MW平台已经在一款支持多种不同软硬件环境的嵌入式导航系统中得到了应用。应用表明该中间件能够很好地满足嵌入式GIS跨平台软件开发的技术需求。  相似文献   

Axial kinematic response of end‐bearing piles to P waves     

George Anoyatis  Raffaele Di Laora  George Mylonakis 《国际地质力学数值与分析法杂志》2013,37(17):2877-2896

Kinematic pile–soil interaction under vertically impinging seismic P waves is revisited through a novel continuum elastodynamic solution of the Tajimi type. The proposed model simulates the steady‐state kinematic response of a cylindrical end‐bearing pile embedded in a homogeneous viscoelastic soil stratum over a rigid base, subjected to vertically propagating harmonic compressional waves. Closed‐form solutions are obtained for the following: (i) the displacement field in the soil and along the pile; (ii) the kinematic Winkler moduli (i.e., distributed springs and dashpots) along the pile; (iii) equivalent, depth‐independent, Winkler moduli to match the motion at the pile head. The solution for displacements is expressed in terms of dimensionless transfer functions relating the motion of the pile head to the free‐field surface motion and the rock motion. It is shown that (i) a pile foundation may significantly alter (possibly amplify) the vertical seismic excitation transmitted to the base of a structure and (ii) Winkler moduli pertaining to kinematic loading differ from those for inertial loading. Simple approximate expressions for kinematic Winkler moduli are derived for use in applications. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Rocking vibrations of a rigid embedded foundation in a poroelastic half‐space     

X. Q. Hu  Y. Q. Cai  G. Y. Ding  J. Wang 《国际地质力学数值与分析法杂志》2010,34(13):1409-1430

This paper presents an analysis of the rocking vibrations of a rigid cylindrical foundation embedded in poroelastic soil. The foundation is subjected to time‐harmonic rocking excitation and is perfectly bonded to the surrounding soil. The soil underlying the foundation base is represented by a homogeneous poroelastic half‐space, whereas the soil along the side of the foundation is modeled as an independent poroelastic stratum composed of a series of infinitesimally thin layers. The behavior of the soil is governed by Biot's poroelastodynamic theory. The contact surface between the foundation base and the poroelastic soil is assumed to be smooth and either fully permeable or impermeable. The dynamic interaction problem is solved by employing a simplified analytical method. Some numerical results for the nondimensional rocking dynamic impedance and nondimensional angular displacement amplitude of the foundation are presented to show the effect of nondimensional frequency of excitation, poroelastic material parameters, hydraulic boundary condition, depth ratio and mass ratio of the foundation. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

一种IPTV机顶盒的软件在线升级方案设计与实现     

杨崇江  孙世新 《成都信息工程学院学报》2006,21(6):816-819

介绍了一种基于嵌入式Linux系统的IPTV机顶盒的软件在线升级实现方案。该方案的机顶盒Flash中，除存储了运行正常业务的内核和文件系统外，额外存储了一套内核和文件系统，从而构成双操作系统，以支持网络在线升级。利用嵌入式Linux系统的引导加载系统功能和MTD技术，在一款使用MIPS处理器的机顶盒上，实现了安全可靠且灵活的在线升级功能。  相似文献   

Three‐dimensional finite element analysis of the interaction between tunneling and pile foundations     

H. Mroueh  I. Shahrour 《国际地质力学数值与分析法杂志》2002,26(3):217-230

This paper concerns analysis of the impact of construction of urban tunnels on adjacent pile foundations. It is carried out using an elastoplastic three‐dimensional finite element modelling. Numerical simulations are performed in two stages, which concern, respectively, the application of the pile axial loading and the construction of the tunnel in presence of the pile foundations. Analysis is carried out for both single piles and groups of piles. Results of numerical simulations show that tunneling induces significant internal forces in adjacent piles. The distribution of internal forces depends mainly on the position of the pile tip regarding the tunnel horizontal axis and the distance of the pile axis from the centre of the tunnel. Analysis of the interaction between tunneling and a group of piles reveals a positive group effect with a high reduction of the internal forces in rear piles. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献