利用基于抗差垂直向方差分量估计的GPS-InSAR数据融合方法反演三维形变场   总被引：1，自引：0，他引：1  

吴学雨  李明峰  董思学  王彬  赵志胜 《测绘通报》2021,(12):38-43

GPS-InSAR数据融合解算三维形变场模型易受观测值粗差影响,且基于方差分量估计的定权方法不具备抵御粗差能力,计算效率低下。鉴于此,本文提出了一种基于抗差垂直向方差分量估计的GPS-InSAR融合解算模型,利用方差分量估计方法及抗差估计理论,通过对观测值最优化分类并进行选权迭代,精确分配权重,进而有效计算三维形变场。试验结果表明,该方法能有效抵御观测值粗差不利影响,提高三维形变场反演精度,提升逐点式计算的三维形变场效率。  相似文献   

Feature detection and description for image matching:from hand-crafted design to deep learning     

Lin Chen  Franz Rottensteiner  Christian Heipke 《地球空间信息科学学报》2021,24(1):58-74

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稳健估计下转换参数系数矩阵定向改正的整体最小二乘     

陈建营  张献州  陈霄  夏晨翕  罗超 《测绘与空间地理信息》2021,44(4):185-188

不同空间坐标系在进行坐标转换过程中,利用整体最小二乘(TLS)构建高斯-马尔科夫(Gauss-Markov)模型求解布尔莎-沃尔夫(Bursa-Wolf)七参数模型时,存在已知控制点含有粗差、模型系数阵固定常数参与残差改正的问题。通过对系数矩阵中含误差参数进行改正,并结合稳健估计的方法,对TLS进行迭代定权,解决了已知控制点粗差会对参数计算精度产生影响的问题,同时使得系数矩阵中非常数项得到精确的残差改正。本文通过实验数据证明,此方法可行并且解算精度更优。  相似文献   

大岗山坝区岩体现场剪切蠕变试验及参数反演   总被引：1，自引：0，他引：1  

张强勇  陈芳  杨文东  李文纲  王建洪  贺如平  曾纪全 《岩土力学》2011,32(9):2584-2590

现场剪切蠕变试验是了解岩体剪切蠕变特性的最重要手段。针对大岗山水电站坝区"硬、脆、碎"辉绿岩脉进行了现场剪切蠕变试验,分析了岩体的剪切蠕变变形规律和剪切蠕变速率特性。试验结果表明,在剪应力较小时坝区岩体剪切蠕变仅呈现出减速蠕变和稳态蠕变2个阶段;当剪应力接近屈服强度时,坝区岩体剪切蠕变速率由渐变增长转为突变增长,岩体在短时间内即发生破坏,呈现出加速蠕变特性。恒定正应力下辉绿岩体的稳态流变速率与剪应力之间可用指数关系来表征。根据剪切蠕变试验曲线,进行了岩体剪切蠕变模型辨识。辨识表明,西原模型可以较好反映坝区辉绿岩脉的剪切蠕变特性。通过优化反演获得坝区岩体的剪切蠕变参数,为坝基边坡工程稳定性分析和设计提供了重要的力学依据。  相似文献   

同位素信息确定Philip入渗模型稳定入渗率          下载免费PDF全文

王涛  包为民 《水科学进展》2011,22(4):479-483

通过流域水循环中各要素同位素含量的测定,扩大建模信息利用量,增加确定模型参数所需信息,提高参数可识别性,可在一定程度上减少参数的不确定性.以仅有两个参数且物理意义明确的Philip入渗模型为例,利用同位素信息确定Philip入渗模型参数稳定入渗率,并通过室内降雨入渗实验来检验同位素信息确定模型参数结果.结果表明,利用同位素信息确定的Philip入渗模型稳定入渗率与实测值接近.氢氧稳定同位素的分析精度对利用同位素信息确定模型参数结果有一定影响.  相似文献   

泥页岩裂缝研究进展   总被引：12，自引：0，他引：12  

丁文龙  许长春  久凯  李超  曾维特  吴礼明 《地球科学进展》2011,26(2):135-144

国内外大量泥岩裂缝油气藏不断发现和近年来北美地区页岩气勘探获得的巨大成功表明,泥页岩裂缝的研究尤为重要.在对国内外泥页岩裂缝研究成果全面系统调研和详细深入分析总结的基础上,认为与其他岩石类型的储层相比,塑性相对较大的泥页岩储层在裂缝类型与成因、裂缝识别方法、裂缝参数估算、裂缝分布预测等方面既有共性也有其特殊性.依据成因...  相似文献   

浅谈地下水水源地可采量估算方法     

毛建国  宋仁亮 《地质灾害与环境保护》2011,22(3):110-112

根据不同类型地下水特征,探讨安徽省各种类型地下水水源地在建设项目论证阶段和初勘阶段的可采量估算方法.总结不同水文地质条件下各类型地下水资源模数经验值.  相似文献   

Modelling Short‐Scale Variability and Uncertainty During Mineral Resource Estimation Using a Novel Fuzzy Estimation Technique     

Khan Muhammad  Hylke J. Glass 《Geostandards and Geoanalytical Research》2011,35(3):369-385

For mineral resource assessment, techniques based on fuzzy logic are attractive because they are capable of incorporating uncertainty associated with measured variables and can also quantify the uncertainty of the estimated grade, tonnage etc. The fuzzy grade estimation model is independent of the distribution of data, avoiding assumptions and constraints made during advanced geostatistical simulation, e.g., the turning bands method. Initially, fuzzy modelling classifies the data using all the component variables in the data set. We adopt a novel approach by taking into account the spatial irregularity of mineralisation patterns using the Gustafson–Kessel classification algorithm. The uncertainty at the point of estimation was derived through antecedent memberships in the input space (i.e., spatial coordinates) and transformed onto the output space (i.e., grades) through consequent membership at the point of estimation. Rather than probabilistic confidence intervals, this uncertainty was expressed in terms of fuzzy memberships, which indicated the occurrence of mixtures of different mineralogical phases at the point of estimation. Data from different sources (other than grades) could also be utilised during estimation. Application of the proposed technique on a real data set gave results that were comparable to those obtained from a turning bands simulation.  相似文献   

岩石地球化学图解信息分析辅助系统的研究与开发     

刁明光  薛涛  吕志成  陈建平  李玉龙  王新春 《地质通报》2011,30(5):729-736

在岩石地球化学理论的框架下,用该领域专家在实际工作中的思维方法来描述岩石地球化学数据处理与分析的固有流程,以岩石地球化学参数和图解为应用研究对象,利用岩石地球化学与计算机软件技术交叉的研究方法,概括岩石地球化学数据的特征及其处理方法。通过对双变量图解、三变量图解特征的分析,将数据计算分为主量和微量元素相关参数计算、主量和微量元素标准矿物计算、同位素相关计算,设计合理、有效的算法,实现岩石地球化学图解的数据管理、分类、参数选择与计算、表达式识别、绘制、坐标转换、投点等图解成图全过程的自动化。  相似文献   

An empirical formula for friction coefficient of a perforated wall with vertical slits     

Kyung-Duck Suh  Yeul Woo KimChang-Hwan Ji 《Coastal Engineering》2011

The friction coefficient in the permeability parameter of a perforated wall has been estimated on the basis of a best fit between measured and predicted values of such hydrodynamic coefficients as reflection and transmission coefficients. In the present study, an empirical formula for the friction coefficient is proposed in terms of known variables, i.e., the porosity and thickness of the perforated wall and the water depth. This enables direct estimation of the friction coefficient without invoking a best fit procedure. To obtain the empirical formula, hydraulic experiments are carried out, the results of which are used along with other researchers' results. The proposed formula is used to predict the reflection and transmission coefficients of various types of structures including a perforated wall. The concurrence between the experimental data and calculated results is good, verifying the appropriateness of the proposed formula. It is also shown that the proposed formula can be used for irregular waves as well.  相似文献