CVE中多种视点视图导航效果研究     

张晶  郭延斌万刚 《测绘学院学报》2005,22(4):307-310

协同虚拟环境是网络技术与虚拟现实技术相结合的产物,将单用户虚拟环境扩展为多用户的网络化虚拟环境,实现群组协同工作.目前,协同虚拟环境系统已经在科学可视化、协同设计、战争模拟等很多领域得到了广泛应用.在单用户虚拟环境中导航与多用户的协同虚拟环境中导航是完全不同的,文中论述了协同虚拟环境导航的特点以及导航与视点的关系,探讨了常用的协同虚拟环境三种视点视图界面的导航及其效果,并进行了相关实验测试.  相似文献   

工程地质力学综合集成理论及其在五强溪水电站船闸边坡上的应用   总被引：2，自引：0，他引：2  

刘大安  杨志法  尚彦军  刘英  柯天河  王常敏  王敬  唐纯华 《水文地质工程地质》1997,(2)

为了使工程地质学在工程建设和防灾减灾方面发挥更大的作用，作者主张在工程地质力学和系统科学指导下发展工程地质力学综合集成（EGMS）。本文主要论述了EGMS形成的基础、相应的方法和技术以及综合集成中的4个关键问题（包括应变体系、优先监测和加固突破口的设计方法，综合地质信息分析系统、时空综合分析方法等）。另外，还扼要地讨论了如何将EGMS用于五强溪水电站船闸边坡的问题。  相似文献   

我国古地理学的形成、发展、问题和共识   总被引：23，自引：17，他引：6       下载免费PDF全文

冯增昭 《古地理学报》2003,5(2):129-141

古地理是研究地质历史时期和人类历史时期的自然地理特征的科学,有重要的地学理论意义和生产实践意义,还与人类赖以生存的古今地理环境密切相关。我国古地理学来源于地层学、地史学、大地构造学、古生物学、沉积岩石学、自然地理学、第四纪地质学、考古学、人类历史地理学等,因此就相应地产生和形成了地层古地理学(或地史古地理学)、构造古地理学、生物古地理学、岩相古地理学(或沉积古地理学)、自然地理古地理学、第四纪古地理学、人类历史古地理学等分支学科。有许多类型的古地理图,如构造古地理图、生物古地理图、岩相古地理图、示意的或定性的古地理图、定量的古地理图、不同比例尺的古地理图、当今界限的古地理图、非当今界限的古地理图等。古地理图是古地理研究的集中表现,是古地理学的生长点。我国的古地理学有4个主要的发展趋势,即从单一到综合,从定性到定量,从手工作图到计算机作图,从理论到应用。《古地理学报》的创刊和开始进入我国科技期刊的先进行列是我国古地理学发展历史中的一件大事。2002年12月香山科学会议第197次学术讨论会围绕“多信息的古地理重建”这个主题,通过充分的讨论和争鸣,对我国古地理学的发展前景达到了共识,即根据多学科的、多层圈的、多时代的、第一手为主的和定量为主的信息资料,编制从长城纪到第四纪以及人类历史时期的、各种比例尺兼有的、既有地学理论意义又能为生产实践和人类生存环境的维护和改善服务的、综合各古地理学分支学科之长的古地理图,是时候了。这是一个巨大的工程。让我们共同努力,为促使这一有重大历史意义和现实意义的宏伟目标的早日实现而奋斗。  相似文献   

战场环境可视化中多源遥感影像数据处理     

廖云  余旭初  杨国鹏 《测绘学院学报》2006,(1)

介绍了将多源遥感影像数据应用于战场环境可视化之前的主要预处理方法,如影像金字塔生成、纹理数据结构准备、纹理快速调用等。该过程中所用到的小波变换、四叉树数据结构与细节层次算法等关键技术,能够有效地提高战场建模的真实感和效率。  相似文献   

Non-symmetrical levee breaching processes in a channel bend due to overtopping     

Songbai Wu  Minghui Yu  Hongyan Wei  Yanjie Liang  Jing Zeng 《国际泥沙研究》2018,33(2):208-215

A series of experiments were done to reveal the overtopping breaching process of non-cohesive and cohesive levees in a U-bend flume. The flood hydrograph and breaching geometry were measured and analyzed in detail. The results show that the levee breaching processes can be briefly divided into four stages: slope erosion, longitudinal headward gully-cutting, lateral erosion, and relative stabilization. For non-cohesive levees, non-symmetrical lateral development of the breach occurs throughout the four stages, and the final non-symmetrical coefficient is approximately 2.2–2.6. Larger flow discharge or higher water level can accelerate the breaching process, while coarser sands tend to accelerate the process initially but depress the process at the end. The fluvial erosion rate of a non-cohesive breach shows a power-function relation with the excess wall shear stress. For cohesive levees, a plateau forms in the breach partially blocking the flow in the first two stages. The breach flow is approximately perpendicular to the levee body, and, thus, the erosion rates of the two breach sides are almost the same. Non-symmetrical lateral development mainly occurs in the third stage when the deep gully forms. The final non-symmetrical coefficient is approximately 2.7–3.3. It is expected that these findings can provide a valuable experimental dataset and a theoretical basis for breach closure and flood alleviation.  相似文献   

Reconstructing historic Glacial Lake Outburst Floods through numerical modelling and geomorphological assessment: Extreme events in the Himalaya          下载免费PDF全文

Matthew J. Westoby  Neil F. Glasser  Michael J. Hambrey  James Brasington  John M. Reynolds  Mohamed A. A. M. Hassan 《地球表面变化过程与地形》2014,39(12):1675-1692

Recession of high‐mountain glaciers in response to climatic change frequently results in the development of moraine‐dammed glacial lakes. Moraine dam failure is often accompanied by the release of large volumes of water and sediment, termed a Glacial Lake Outburst Flood (GLOF). Chukhung Glacier is a small (~3 km²) receding valley glacier in Mt. Everest (Sagarmatha) National Park, Nepal. Unlike many Himalayan glaciers, which possess a thick mantle of supraglacial debris, its surface is relatively clean. The glacier terminus has receded 1.3 km from its maximum Holocene position, and in doing so provided the space for an ice‐contact moraine‐dammed lake to develop. The lake had a maximum volume of 5.5 × 10⁵ m³ and drained as a result of breaching of the terminal moraine. An estimated 1.3 × 10⁵ m³ of material was removed from the terminal moraine during breach development. Numerical dam‐breach modelling, implemented within a Generalised Likelihood Uncertainty Estimation (GLUE) framework, was used to investigate a range of moraine‐dam failure scenarios. Reconstructed outflow peak discharges, including failure via overtopping and piping mechanisms, are in the range 146–2200 m³ s^‐1. Results from two‐dimensional hydrodynamic GLOF modelling indicate that maximum local flow depths may have exceeded 9 m, with maximum flow velocities exceeding 20 m s^‐1 within 700 m of the breach. The floodwaters mobilised a significant amount of material, sourced mostly from the expanding breach, forming a 300 m long and 100 m wide debris fan originating at the breach exit. moraine‐dam. These results also suggest that inundation of the entire floodplain may have been achieved within ten minutes of initial breach development, suggesting that debris fan development was rapid. We discuss the key glaciological and geomorphological factors that have determined the evolution of a hazardous moraine‐dammed lake complex and the subsequent generation of a GLOF and its geomorphological impact. © 2014 The Authors. Earth Surface Processes and Landforms published by John Wiley & Sons Ltd.  相似文献   

OUTBURST FLOODS FROM GLACIER-DAMMED LAKES: THE EFFECT OF MODE OF LAKE DRAINAGE ON FLOOD MAGNITUDE     

JOSEPH S. WALDER  JOHN E. COSTA 《地球表面变化过程与地形》1996,21(8):701-723

Published accounts of outburst floods from glacier-dammed lakes show that a significant number of such floods are associated not with drainage through a tunnel incised into the basal ice—the process generally assumed—but rather with ice-marginal drainage, mechanical failure of part of the ice dam, or both. Non-tunnel floods are strongly correlated with formation of an ice dam by a glacier advancing from a tributary drainage into either a main river valley or a pre-existing body of water (lake or fiord). For a given lake volume, non-tunnel floods tend to have significantly higher peak discharges than tunnel-drainage floods. Statistical analysis of data for floods associated with subglacial tunnels yields the following empirical relation between lake volume V and peak discharge Q_p : Q_p = 46V^0.66 (r² = 0.70), when Q_p is expressed in metres per second and V in millions of cubic metres. This updates the so-called Clague–Mathews relation. For non-tunnel floods, the analogous relation is Q_p = 1100V^0.44 (r² = 0.58). The latter relation is close to one found by Costa (1988) for failure of constructed earthen dams. This closeness is probably not coincidental but rather reflects similarities in modes of dam failure and lake drainage. We develop a simple physical model of the breach-widening process for non-tunnel floods, assuming that (1) the rate of breach widening is controlled by melting of the ice, (2) outflow from the lake is regulated by the hydraulic condition of critical flow where water enters the breach, and (3) the effect of lake temperature may be dealt with as done by Clarke (1982). Calculations based on the model simulate quite well outbursts from Lake George, Alaska. Dimensional analysis leads to two approximations of the form Q_p ∝ V^qf(h_i, θ₀), where q = 0.5 to 0.6, h_i is initial lake depth, θ₀ is lake temperature, and the form of f (h_i, θ₀) depends on the relative importance of viscous dissipation and the lake's thermal energy in determining the rate of breach opening. These expressions, along with the regression relations, should prove useful for assessing the probable magnitude of breach-type outburst floods.  相似文献   

块、带、源观点与青藏高原北块边界大震     

郭增建  韩延本 《地震研究》2006,29(3):300-303

介绍了块、带、源观点的产生和不断完善的过程,以及最新的相关研究成果。根据块、带、源观点,将青藏高原巨块划分为南块和北块,并讨论了北块边界上大震的活动性。  相似文献   

面向城区宽基线立体像对视角变化的结构自适应特征点匹配     

陈敏  朱庆  何海清  严少华  赵怡涛 《测绘学报》2019,48(9):1129-1140

提出一种基于结构自适应特征的城区宽基线影像特征点匹配方法。首先,对影像提取点特征和直线特征,挖掘点特征与其邻域内直线特征之间的几何关系,构建结构自适应的特征区域和特征描述符,并通过双向匹配策略获得初始匹配结果。然后,基于初匹配结果估计影像基础矩阵,构建核线约束的结构自适应特征匹配算法进行二次匹配。最后,将已匹配特征作为控制基础设计匹配扩展算法,进一步增加匹配点数量。本文方法以特征点邻域几何结构为出发点,构建自适应的特征区域,能够在显著的影像视角变化下,为同名特征点提取影像内容一致的特征区域,进而获得相似的特征描述符。试验结果证明,与传统算法相比,本文方法在城区宽基线影像上能够同时获得更多的正确匹配特征和更高的匹配正确率。  相似文献   

决口海堤水波传播模拟和分析研究Ⅱ:2D传播     

王驰  王红  段子冰  周正萍  左其华 《海洋工程》2019,37(6):74-85

应用经验证的SWASH数学模型,分析了海堤决口中心线沿线实测水深分布规律和保护区淹没水量与淹没面积。对不同特征水深进行验证,进而探讨不同波要素对不同形式的海堤决口堤后特征水深分布情况以及波浪传播距离与时间的关系;分析了物理模型试验中海堤决口宽度以及不同波要素对堤后洪水波演进的影响;计算了不同决口深度和宽度对洪水波传播的影响,建立堤后水体淹没水量和淹没面积分布公式。成果可供我国沿海城市和地区在风暴潮和台风浪作用下海堤决口风险图绘制参考。  相似文献