广义立体像对三维重建模型精度分析   总被引：1，自引：1，他引：0  

王伟玺  宋伟东  刘艳春 《测绘科学》2010,35(4):31-33

本文依据基于多源遥感数据进行三维重建的思想,利用现有的对于某一区域,由不同传感器获取的高分辨率卫星影像,分别作为左右影像,建立起基于有理函数模型的严密空间前方交会数学模型,进而构建起广义立体像对,快速提取地面三维信息,实现目标物的三维重建。之后对重建的三维模型进行精度分析,并与利用传统双像立体像对重建的三维模型、以及单张影像重建的三维模型之间进行精度分析,比较三种不同方法所得到的三维模型的相对精度,并最终证明了利用广义立体像对进行地面目标的三维模型重建,其精度完全能满足生产要求。  相似文献   

水岩作用下泥质板岩软化非线性机制研究     

黄智刚  左清军  吴立  陈福榜  胡圣松  朱盛 《岩土力学》2020,41(9):2931-2942

水岩作用下泥质板岩表现出明显的软化特征。通过单轴压缩试验分析了泥质板岩软化过程中单轴压缩强度、弹性模量和泊松比与吸水时间之间的关系;借助核磁共振试验研究了水岩作用下泥质板岩软化过程中孔隙的产生、扩展和贯通规律,分析了泥质板岩软化过程中孔隙度与吸水时间之间的关系;采用电镜扫描试验分析了水岩作用下泥质板岩软化过程中微观结构的演变规律,基于分形理论研究了不同浸泡时间下泥质板岩分形维数的变化规律;运用非线性动力学理论,选取微观结构孔隙形状分维值、孔隙度、单轴抗压强度、弹性模量作为描述泥质板岩与水溶液相互作用系统的变量,建立了水岩作用下泥质板岩的软化模型,结合试验数据验证了模型的适用性。结果表明：泥质板岩单轴抗压强度、弹性模量随吸水时间增大而减小,呈负线性相关,而泊松比与吸水时间之间的关系不明显;在浸泡初期,水岩作用强烈,泥质板岩内部微孔隙会发生扩展贯通进而形成更大尺寸的孔隙,孔隙度在浸泡初期增长较快;随着浸泡时间的延长,水岩作用减弱,孔隙度增长速率趋缓;随着吸水时间的推移,泥质板岩内部孔隙相互连通,进而形成复杂网状结构的大孔,泥质板岩分形维数呈对数增长,最终趋于稳定;采用非线性模型计算的结果与试验数据较接近,说明泥质板岩的软化过程具有明显的非线性动力学特征,利用非线性动力学模型可以较好地表征水岩作用下泥质板岩的软化规律。研究成果可为软岩?水相互作用理论研究提供参考。  相似文献   

竖向高荷载作用下大直径超长钻孔灌注桩承载性能试验     

桑伟锋 《世界地质》2020,39(1):127-134

通过机场—西华高速大直径超长钻孔灌注桩大吨位竖向单桩静载试验,分析了该地区大直径超长钻孔灌注桩的承载性状以及荷载传递机理。试验结果表明:试桩的Q-S曲线呈缓变型,桩端承载力占总荷载的比例均<10%,即均表现为摩擦桩特性;试桩的侧摩阻力自上而下逐步发挥,侧摩阻力和桩端阻力异步发挥且互相耦合;大直径超长钻孔灌注桩桩侧摩阻力的发挥与土层性质、土层埋深及桩顶荷载水平有关;在高荷载作用下桩侧上部土层摩阻力具有不同程度的软化现象,而中下部土层侧摩阻力具有不同程度的强化现象,甚至即使在最大加载情况下,桩身下部土层的侧摩阻力也并未完全发挥,因此在根据规范计算超长桩承载力时,不同深度土层的侧摩阻力应乘以相应不同的修正系数。  相似文献   

禁渔初期鄱阳湖流域柘林水库鱼类资源时空分布格局及影响因子     

孟子豪  杨德国  胡飞飞  陈康  刘璐  向邈  李学梅 《湖泊科学》2023,35(6):2071-2081

为了解长江十年禁渔初期鄱阳湖流域柘林水库鱼类资源时空分布格局及其影响因子,于2020年9月(秋季)、12月(冬季)和2021年4月(春季)、7月(夏季),采用渔获物抽样和水声学探测相结合的方法对柘林水库鱼类群落和资源密度的时空动态进行调查,并利用广义可加模型(generalized additive model, GAM)识别了影响鱼类资源变化的关键因子。调查期间共采集鱼类5目12科36属54种,鲤形目鱼类占比最高为70.38%,鳙(Hypophthalmichthys nobilis)、(Hemiculter leucisculus)和黄尾鲴(Xenocypris davidi)为优势种。水声学探测结果表明,鱼类密度(ind./1000 m³)具有明显的时空异质性,春、夏季(10.42±17.57和16.34±11.89)显著高于秋、冬季(2.74±3.33和2.02±5.07),中游(3.18±4.76)则显著低于上、下游(11.20±15.66和5.37±9.33)。GAM模型对鱼类密度的总偏差解释率为84.6%,其中经纬度、季节、叶绿素a浓度和溶解氧对鱼类密度的影响效应显著,水深和总氮的影响不显著。鱼类主要分布在29.12°~29.30°N,115.05°~115.15°E区域,显著影响鱼类分布的溶解氧和叶绿素a浓度范围分别为9~12 mg/L和5~15 μg/L。柘林水库鱼类呈现小型化趋势,为维护生态系统稳定性和鱼类多样性,后续需加强对鱼类群落结构和时空分布格局影响的机制方面的相关研究。  相似文献   

CHARACTERISTICS OF TECTONIC STRESS FIELD OF THE XIAOWAN RESERVOIR BEFORE AND AFTER THE IMPOUNDMENT          下载免费PDF全文

HUANG Hao  FU Hong 《地震地质》2019,41(6):1413-1428

Using the seismic waveform data of Xiaowan seismic network and Yunnan seismic network, we determined the focal mechanisms of 36 earthquakes(M_L ≥ 3.0)from Jun. 2005 to Dec. 2008 and 51 earthquakes(M_L ≥ 2.5)from Jan. 2009 to Dec. 2015 by generalized polarity and amplitude technique. We inverted tectonic stress field of the Xiaowan reservoir before impounding, using the focal mechanisms of 36 earthquakes(M_L ≥ 3.0)from Jun. 2005 to Dec. 2008 and CAP solutions of 58 earthquakes(M_L ≥ 4.0)collected and the solutions in the Global Centroid Moment Tensor(GCMT)catalog; We inverted local stress field of the reservoir-triggered earthquake clustering area, using 51 earthquakes(M_L ≥ 2.5)from Jan. 2009 to Dec. 2015. Focal mechanisms statistics show that, the Weixi-Qiaohou Fault is the seismic fault. Focal mechanisms were strike-slip type in initial stage, but normal fault type in later stage. Focal depths statistics of 51 earthquakes(M_L ≥ 2.5)show that, the average value of focal depths in period Ⅰ, period Ⅱ and period Ⅲ are 8.2km, 7.3km and 7.8km respectively and the standard deviations are 4.3km, 3.5km and 6.0km respectively. The average value of focal depths is basically stable in different period, only the standard deviation is slightly different. Therefore, there is not positive connection between focal depth and deviation of focal mechanisms. What's more, there are 2 earthquakes(number 46 and number 47 in Fig.5 and Table 3)with almost the same magnitude, epicenter and focal depth, but they have different faulting types as normal and strike-slip. The focal mechanism of event No.46 is strike:302°, dip:40° and rake:-97° for plane Ⅰ, however, the focal mechanism of event No.47 is strike:292°, dip:82° and rake:140° for plane Ⅰ. Likewise, earthquake of number 3 and number 18 have similar characteristic. Therefore, the obvious focal mechanism difference of similar earthquake pair indicates the complexity of Weixi-Qiaohou Fault. Considering the quiet-active character of reservoir-triggered earthquakes, we discussed the change of local stress field in different period. The σ₁ of tectonic stress field was in the near-south direction, with a dip angle of 14° before the impoundment, however, the direction of σ₁ of local stress field changed continuously, with the dip angle getting larger after the impoundment. The direction of σ₁ of local stress field of reservoir-triggered earthquake clustering area is close to the strike of Weixi-Qiaohou Fault, and reservoir impoundment increased the shear stress in the fault, so the weakening of fault was beneficial to trigger earthquakes. Comprehensive analysis suggests that fluid permeation and pore pressure diffusion caused by the water impounding, and the weakening of fault caused by local stress field are the key factors to trigger earthquake in the Xiaowan reservoir.  相似文献   

Spatio-temporal distribution of Konosirus punctatus spawning and nursing ground in the South Yellow Sea     

Xiangyu Long  Rong Wan  Zengguang Li  Yiping Ren  Pengbo Song  Yongjun Tian  Binduo Xu  Ying Xue 《海洋学报(英文版)》2021,40(8):133-144

In recent years, Konosirus punctatus has accounted for a large portion in catch composition and become important economic species in the South Yellow Sea. However, the distribution of K. punctatus early life stages is still poorly understood. In this study, generalized additive models with Tweedie distribution were used to analyze the relationships between K. punctatus ichthyoplankton and environmental factors(longitude and latitude, sea surface temperature(SST), sea surface salinity(SSS) and depth), and predict distribution K. punctatus spawning ground and nursing ground, based on samplings collected in 6 months during 2014–2017. The results showed that K. punctatus' spawning ground were mainly distributed in central and north study area(from 33.0°N to 37.0°N).By comparison, the nursing ground shifted southward, which were approximately located along central and south coast of study area(from 31.7°N to 35.5°N). The optimal models identified that suitable SST, SSS and depth for eggs were 19–26°C, 25–30 and 9–23 m, respectively. The suitable SSS for larvae were 29–31. The K. punctatus spawning habit might have changed in the past decades, which was a response to increasing SST and fishing pressure. That needs to be proved in further study. The study provides references of conservation and exploitation for K. punctatus.  相似文献   

Generalized flux law,with an application     

V. P. Singh  M. Prasana 《水文研究》1999,13(1):73-87

A generalized flux law, which can specialize into power‐ and diffusive‐type flux laws, is proposed. When coupled with the continuity equation, a generalized flow equation is the result. The generalized equation specializes into several cases, one of which is the kinematic wave equation. By applying the generalized flow equation and its variants to flow routing in two rivers, the usefulness of the generalized flux law is evaluated. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

多因素作用下石膏岩软化特性     

任松  李振元  邓高岭  刘伟  蒲文明 《岩土力学》2018,39(3):789-796

为了研究隧道施工过程中石膏质围岩软化特性,以三叠系下统嘉陵江组地层中的石膏岩为研究对象,进行了多因素正交软化试验研究,分析了浸泡时间、溶液温度、 浓度对石膏岩软化后力学参数的影响规律。研究结果表明：石膏岩的软化系数和弹性模量随着浸泡时间的增加而减小,减小速率也随之降低;软化系数和弹性模量随溶液温度的升高而呈线性减小;在影响石膏岩软化后力学参数3个因素中浸泡时间的影响最大,权值高达80%,温度次之,权重为16%左右,而 浓度对石膏岩的软化影响非常微弱;建立了浸泡时间与溶液温度两个因素耦合作用下石膏岩软化后单轴抗压强度与弹性模量变化情况预测公式。在试验数据及结论的基础上从围岩坚硬程度划分、防排水措施及支护措施等方面提出了石膏围岩隧道的施工措施及建议。  相似文献   

基于应变软化的岩土工程单元安全度评价方法研究     

姜谙男  郑帅  白涛  段龙梅  申发义  赵亮  薛焕东 《地质力学学报》2018,24(6):828-835

针对大多已有岩土工程局部安全评价方法未考虑拉伸破坏和屈服、破坏阶段的问题,对围岩的局部安全评价方法进行了相应的改进。基于Mohr-Coulomb屈服准则和应变软化模型建立了单元安全度的评价方法和新的定义,综合考虑剪切和拉伸破坏模式,定义一个统一的变量ZSD来表征和量化岩土体单元从弹性、屈服到破坏的安全程度,实现复杂应力状态下岩土体渐进破坏过程的局部安全性定量评价。推导了ZSD的各阶段表达公式,利用FISH语言在FLAC3D平台编写程序。通过相应的实例和工程进行了ZSD计算,验证了该方法的正确性与有效性。该方法具有参数表达简单,易于在程序中实现,可通过ZSD所在值域判断单元所处的状态,可直观揭示岩土体渐进破坏过程等诸多优点。该方法为分析和预测岩土工程中危险区域的演化和描述渐进破坏过程提供了有效的手段。   相似文献   

陕西泾阳南塬滑坡干湿黄土快速大剪切力学特性     

洪勇  车效文  郑孝玉  刘鹏  周蓉 《吉林大学学报(地球科学版)》2017,47(4)

借助于先进的多功能大型高速高压环剪试验机,针对陕西泾阳南塬滑坡中的饱和黄土、干燥黄土在快速大剪切位移条件下的力学响应特性进行了环剪试验研究。研究结果表明:1)在相同试验条件下,与干燥状态黄土相比,泾阳南塬黄土在饱和条件下抗剪强度指标降低。2)在连续快速剪切条件下,泾阳南塬滑坡饱和与干燥黄土均表现出应变软化特征,饱和黄土比干燥黄土的软化特征更加显著。3)在相同法向应力条件下,剪切速率对饱和和干燥黄土峰值强度均有显著影响,但两种状态下土体峰值强度随剪切速率变化特征不同。饱和黄土峰值强度随剪切速率的增大而增大,而干燥黄土峰值强度随剪切速率的增大而减小。4)在不同含水状态下,泾阳南塬滑坡黄土剪切力学特性变化规律具有不同的产生机理。其中,干燥黄土抗剪强度在连续剪切过程中主要受黏土颗粒间摩擦(阻)力、颗粒运移与定向排列以及剪切面形态的控制。与干燥黄土相比,饱和黄土峰值抗剪强度变化主要受土黏聚力的控制并受水的影响;土体内水的作用能够加剧其应变软化程度并可形成光滑平整的剪切面形态,进而对其峰后剪切应力变化产生影响。  相似文献