基于物方空间几何约束最小二乘匹配的建筑物半自动提取方法

提出了一种从数字航空立体像对半自动提取建筑物的方法。操作员通过人机界面选择房屋的种类并输入初始位置，然后经过边缘检测、直线段提取和据此房屋几何模型的线段自动编组等处理得到各房屋角点的初始位置，最后，为了获得房屋的精确定位和符合物方严格几何约束的结果，基于物方空间几何约束的最小二乘匹配平差模型用于求取房屋直线边缘和物方几何模型的最优匹配，试验表明，该方法能提高建筑物的提取精度并可为半自动建筑物提取提供一个灵活的框架。     

约束最小二乘问题的几个算法

讨论了具有线性等式与不等式最小二乘问题及等式约束带权最小二乘问题 ,运用矩阵Householder正交分解及有效约束集法等技巧 ,分别给出了几个有效实用的算法 ,最后进行了数值检验。     

一种利用单张影像进行规则物体三维重建的方法

提出了一种以单张影像为基础,基于灭点几何原理、共线条件方程及共面约束条件,进行规则物体三维重建的方法。该方法通过影像中的3条两两垂直的直线,利用灭点几何原理得到了影像的方位角元素;利用解算的角元素及共线方程得到了摄影中心坐标;最后,利用解算的影像外方位元素及共面约束条件得到规则物体的三维几何模型。     

Estimating Population Attribute Values in a Table: “Get Me Started in” Iterative Proportional Fitting

Iterative proportional fitting (IPF) is a technique that can be used to adjust a distribution reported in one data set by totals reported in others. IPF is used to revise tables of data where the information is incomplete, inaccurate, outdated, or a sample. Although widely applied, the IPF methodology is rarely presented in a way that is accessible to nonexpert users. This article fills that gap through discussion of how to operationalize the method and argues that IPF is an accessible and transparent tool that can be applied to a range of data situations in population geography and demography. It offers three case study examples where IPF has been applied to geographical data problems; the data and algorithms are made available to users as supplementary material.     

非物质文化系列专题制图方法探讨

针对传统制图方法在动态制图、数据更新和地图服务等方面的不足,该文提出了一套较为系统的非物质文化专题制图设计模式:引入建库与制图一体化思想,通过建立完整的非物质文化数据库,实现了数据入库、存储与管理的一体化控制;建库数据动态派生制图数据,不仅避免了数据冗余,而且达到了一库两用的目的;基于数据库设计,运用GIS地图表达功能,实现了非物质文化专题信息可视化,并总结了可视化过程中空间尺度变换时各类地图要素的选择或约束方法。最后通过实例证明了本文方法的可行性和有效性。     

Multilevel Optimal Design of Prestressed Lightweight Concrete-Steel Platform Structures

The concrete-steel platform structure is rather complicated because it involves such materials as concrete, reinforcing bars, steel, and so on. K the traditional dimension optimization method is employed, the optimal design of the platform will meet many handicaps, even it cannot be implemented at all. The multilevel optimal design approach is an efficient tool for the solution of large-scale engineering structures. In this paper, this approach is applied to the optimal design of a concrete-steel platform, which is formulated as a system level optimal design problem and a set of uncoupled substructure level optimal design problems. The process of optimization is a process of iteration between system level and substructure level until the objective function converges. An illustrative example indicates that this method is effective in the optimal design of concrete-steel platforms.     

Proof of multiplicity of solutions for groundwater seepage in recharged heterogeneous unconfined aquifers

A new analytical proof is presented for steady‐state seepage in recharged heterogeneous unconfined aquifers. The paper also presents a detailed procedure and important rules for performing correctly numerical studies of unsaturated seepage. Once a numerical solution is calibrated with field data, using a set of spatially distributed values for hydraulic conductivity K and effective infiltration EI, any new numerical analysis with a set of αK and αEI values, where α is a constant, yields an equally good calibration. However, if the effective porosities of each layer are unchanged, the groundwater velocities are multiplied by α, whereas the travel times are divided by α, which may help to select α in order to match known travel time data. This is a clear example of multiple solutions to an inverse problem. The paper underlines the role and the need to finely mesh unsaturated zones and also contacts between layers to reach the asymptotic convergence range, as it was carried out to verify the proof and as it should be completed to study any seepage problem. A few consequences of the new analytical proof and the rigorous procedure are shown with examples. Copyright © 2016 John Wiley & Sons, Ltd.     

NUMERICAL EXPERIMENTS ON MULTI-LEVEL STATISTICAL ESTIMATION OF DYNAMIC BALANCE CONSTRAINTS IN GRAPES-3DVAR

This paper further explores the estimating and expressing of dynamic balance constraints using statistical methods in GRAPES-3DVAR (Version GM). Unlike the single-level scheme which only considers the coupling between mass and wind at one level, the multi-level scheme considers the coupling between their vertical profiles and calculates the balanced mass field at each layer using the rotational wind at all model levels. A reformed ridge regression method is used in the new scheme to avoid the multicollinearity problem and reduce the noises caused by unbalanced mesoscale disturbances. The results of numerical experiments show that the new scheme can get more reasonable vertical mass field, reduce the magnitude of the adjustment by the initialization, and improve the potential temperature analysis performance. Furthermore, the results of forecast verification in January (winter) and July (summer) both confirm that the new scheme can significantly improve the temperature forecast accuracy and bring slight positive effects to the pressure and wind forecast.     

综合线面特征分布的点目标多尺度聚类方法

考虑空间数据分布的复杂性与不连续性,提出了一种点目标聚类方法。算法利用全要素Voronoi图准确识别与表达点目标与线面实体的空间相关性;根据点目标位置分布特征计算面积阈值来控制聚类的粒度,同时以空间尺度变化下面积阈值的恒定作为判断尺度收敛的条件,实现点目标的多尺度划分,时间复杂度为O(nlogn)。经试验验证,聚类尺度随点目标分布特征自适应收敛,算法无须自定义参数,能够有效地发现受线面目标约束的任意形态点目标集群,对异常值处理稳健。     

CSRH阵列设计研究及馈源设计的初步考虑

介绍频谱日像仪天线阵排列及实验馈源设计的研究工作。基于CSRH设计指标,模拟了天线阵T型排列、Y型排列、不规则型和螺旋型排列,给出了每种排列的UV覆盖图像,并在成图质量上对各种排列方式做了分析。最后综合考虑提出建议采用自相似螺旋型排列。