自适应虚同相轴方法压制地震层间多次波          下载免费PDF全文

刘嘉辉  胡天跃  彭更新 《地球物理学报》2018,61(3):1196-1210

地震数据中发育的层间多次波是影响速度分析和偏移成像的精度和可靠性的关键.通常情况下,层间多次波的动校正量、叠加速度和频率与一次波并无明显差异,从而对识别、预测和压制多次波带来了极大挑战.传统虚同相轴方法基于物理图像和定性公式,其预测的层间多次波振幅和相位精度难以满足实际需求,造成了其对匹配算法的过度依赖.本文针对传统虚同相轴方法的理论缺陷和计算精度问题,通过理论推导得到了新的自适应虚同相轴方法.相比于传统方法,自适应虚同相轴方法能够显著提高压制多次波能力,同时减少对匹配算法的依赖.本文给出了自适应虚同相轴方法的推导过程,并运用一维和二维模型算例验证了方法相较于传统虚同相轴方法的多次波预测精度优势.通过在PLUTO模型和实际陆地地震数据上的应用实例,证明了本文新研究的自适应虚同相轴方法对去除层间多次波,恢复并突出目标储层同相轴,提高地震成像分辨率的显著作用.  相似文献   

基于虚拟现实技术的排水管道损伤粘合修复方法          下载免费PDF全文

于泰然  田爽  张晗 《探矿工程》2020,47(7):106-111

传统的地下排水管道损伤粘合修复方法修复后外渗较多,为了解决这一问题,基于虚拟现实技术提出了一种新的排水管道损伤粘合修复方法,通过负压波形图法定位排水管道的损伤位置和损伤程度,然后通过通信模拟器进行排水管道损伤信号的输送,计算机输出排水管道的损伤鉴定,采用虚拟仿真技术,应对不同损伤程度的排水管道,合理地进行粘合修复处理。结果表明,与传统修复方法相比,基于虚拟现实技术的排水管道损伤粘合修复材料更加合理,在修复后会通过特殊试剂进行清洗,提高了排水管道损伤处的粘合效果,降低排水管道损伤粘合修复后的外渗量。  相似文献   

基于便携式移动终端的虚拟地理环境协同感知问题研究     

辛欣  游雄  卫伟  张君儒 《测绘工程》2010,19(5):24-28

基于便携式移动终端的虚拟地理环境系统的主要目的,是提供一个便于携带、方便使用并支持多人交互合作的平台,其中用户之间的协同感知必然是多用户进行协同工作的基础。从便携式移动终端的硬件和软件构成着手,从终端到体系构建多移动终端用户虚拟地理环境体系结构,总结便携式移动终端协同感知问题自身的特点,提出基于空间感知的协同模型。  相似文献   

利用HLA的分布式虚拟森林环境构建     

唐丽玉  陈崇成  林定 《武汉大学学报(信息科学版)》2010,(3)

以分布式虚拟森林灭火环境为例,基于HLA/RTI协议,设计和初步实现了地形、树木、林火、灭火工具联邦成员组成的分布式森林灭火仿真系统虚拟场景的三维动态生成与显示。系统将仿真的底层通讯和上层的模型控制框架、三维图形绘制分离开来,形成各个独立的模块,具有扩展性和重用性。  相似文献   

地下空间数据挖掘与虚拟现实     

何撼东  王心源  吴立 《测绘科学》2010,35(2):130-131,39

目前,地理信息系统处理空间数据多停留在点、线、面三类二维的地表数据,对离散或连续的真三维数据进行处理尚处于初步研究阶段。本文基于ArcGIS9.2版本中新开发的Extrude Between模块的拉伸封闭多边形面功能,以某校区地下87个离散钻孔数据为例,进行三维虚拟实现:首先,进行空间数据的挖掘,即对87个钻孔数据通过预处理,进行对具有特异值的各个钻孔数据层空间内插,生成具有深度属性的各层等高线,最终生成模拟各地层上表面形态的TIN;然后,虚拟实现真三维数据的可视化及体视化,达到对地下实体空间进行逼真模拟,反映该校区地形、地貌、地层分布以及水文地质特征。  相似文献   

虚拟仿真技术在地质学中的应用     

强伟帆  郭艳军  周哲  周勇义 《高校地质学报》2020,26(4):464-471

得益于计算机技术、人工智能技术、多媒体技术、传感器技术等的迅速发展,虚拟仿真在科学领域已经得到了广泛的应用并具有巨大的市场需求。在地质学中,国内外高校已经将虚拟仿真技术应用到教学中,使其打破了传统教学的时空限制。但目前虚拟仿真在该领域的应用还存在场景内容欠缺,交互感不足,细节展示不够等问题。为能够进一步拓展虚拟仿真技术在地质学中的应用思路,文章对虚拟仿真技术在多个科学学科中的应用情况进行研究,介绍了面向地学的综合型、国际化的沉浸式虚拟仿真实验室实例。综合型的地学虚拟仿真实验室的建立,将深度融合地学与虚拟仿真技术,为多学科交叉融合、国际化教学等未来的教学发展方向提供更有效的平台。  相似文献   

Soil resistances for laterally loaded rigid piles in multi-layered elastic soil     

Bipin K. Gupta 《Geomechanics and Geoengineering》2020,15(1):10-28

ABSTRACT

Short stubby piles like monopiles and large diameter drilled shafts undergo rigid body translation and rotation when subjected to a lateral force and/or a moment at the head. A method of analysis for these piles embedded in multi-layered elastic soil is developed using the variational principles of mechanics. Using this analysis, the soil resistance against pile movement can be rigorously related to the soil elastic constants, and the pile head displacement and rotation can be quickly calculated. The equilibrium equations for pile and soil displacements are obtained using the principle of virtual work and solved using an iterative algorithm. Pile responses obtained from the analysis match well with those obtained from three-dimensional finite element analyses in which the same inputs of loads, geometry, and material properties are given. Based on the new analysis, fitted equations for soil resistance parameters are developed, which can be used to directly calculate the pile head displacement and rotation without the use of the iterative algorithm. Numerical examples are provided that demonstrate how the method can be used to analyse practical problems.  相似文献   

Dynamic analysis on structures base-isolated by a ball system with restoring property     

Qiang Zhou  Xilin Lu  Qingmin Wang  Dingguo Feng  Qianfeng Yao 《地震工程与结构动力学》1998,27(8):773-791

A computational model with its analysis method for base-isolated structures by a ball system with restoring property under seismic force is proposed in this paper, and the programs using numerical integration method and incremental harmonic balance method are developed. The analysis method is verified by shaking table test results of a three-storey masonry model. With these programs, the effect of some factors on the aseismic behaviour of base isolation system are analysed, and the comparison of seismic response between structures with and without base isolation is made. Results of both theory and test show that the above-mentioned base isolation system has apparent advantages over the traditional aseismic structures. © 1998 John Wiley & Sons, Ltd.  相似文献   

Response of A Gravel - Bed River To Dam Closure: Insights From Sediment Transport Processes And Channel Morphodynamics     

A. Brenna  N. Surian  L. Mao 《地球表面变化过程与地形》2020,45(3):756-770

This work deals with the impacts of dams on large gravel -bed rivers in terms of altering coarse transport regimes and the relationship with river morphodynamics. Using data collected by a tracer -based monitoring programme carried out in a 4 -km -long study sector of the Parma River (Italy), located downstream from a relatively recently established dam, we applied a virtual velocity approach to estimate the coarse bed material load at four river cross -sections. Monitoring and calculation results provided new insights into the impacts of the dam on streambed material mobility and the sediment regime over the 17 -month calculation period. A longitudinal gradient of effects was observed along the study sector. Sections located closer to the dam are characterized by more evident impacts due to deficits in coarse sediment input from upstream. Sediment mobility here is strongly altered, especially in the highly armoured main channel, and the overall bed material load is extremely low. A partial recovery of sediment dynamics was observed at the sections located further from the dam, where estimates indicate higher sediment yield. The observed longitudinal trend in the coarse sediment transport regime matches the morphology, as the river shifts downstream from a sinuous configuration with alternate bars to a wandering one. The novel insights into alteration of coarse sediment dynamics and the relationship with river morphodynamics are potentially applicable to many other fluvial contexts affected by similar impoundments. © 2019 John Wiley & Sons, Ltd.  相似文献   

Water quality monitoring at a virtual watershed monitoring station using a modified deep extreme learning machine     

Jian Jin  Lei Li  Huan Xu  Guang Lin 《水文科学杂志》2020,65(3):415-426

ABSTRACT

A new deep extreme learning machine (ELM) model is developed to predict water temperature and conductivity at a virtual monitoring station. Based on previous research, a modified ELM auto-encoder is developed to extract more robust invariance among the water quality data. A weighted ELM that takes seasonal variation as the basis of weighting is used to predict the actual value of water quality parameters at sites which only have historical data and no longer generate new data. The performance of the proposed model is validated against the monthly data from eight monitoring stations on the Zengwen River, Taiwan (2002–2017). Based on root mean square error, mean absolute error, mean absolute percentage error and correlation coefficient, the experimental results show that the new model is better than the other classical spatial interpolation methods.  相似文献