Quick Bird遥感影像的几何校正

以高分辨率的Quick Bird卫星数据为对象,经影像信息融合,使处理后的图像分辨率提高且接近真彩色,具有良好的判识效果;选择若干个GPS地面控制点作为参考点,以遥感图像处理软件ER Mapper6.2为平台,对图像进行二次多项式几何精校正,纠正后的图像点位误差在lm左右,说明纠正后的图像具有较高的几何精度.     

Comparison and relative quality assessment of the GLC2000, GLOBCOVER,MODIS and ECOCLIMAP land cover data sets at the African continental scale

Land cover dynamics at the African continental scale is of great importance for global change studies. Actually, four satellite-derived land cover maps of Africa now available, e.g. ECOCLIMAP, GLC2000, MODIS and GLOBCOVER, are based on images acquired in the 2000s. This study aims at stressing the compliances and the discrepancies between these four land cover classifications systems. Each of them used different mapping initiatives and relies on different mapping standards, which supports the present investigation. In order to do a relative comparison of the four maps, a preamble was to reconcile their thematic legends into more aggregated categories after a projection into the same spatial resolution. Results show that the agreement between the four land cover products is between 56 and 69%. While all these land cover datasets show a reasonable agreement in terms of surface types and spatial distribution patterns, mapping of heterogeneous landscapes in the four products is not very successful. Land cover products based on remote sensing imagery can indeed significantly be improved by using smarter algorithms, better timing of image acquisition, improved class definitions. Either will help to improve the accuracy of future land cover maps at the African continental scale. Data producers may use the areas of spatial agreement for training area selection while users might need to verify the information in the areas of disagreement using additional data sources.     

Accuracy assessment of digital elevation models by means of robust statistical methods

Measures for the accuracy assessment of Digital Elevation Models (DEMs) are discussed and characteristics of DEMs derived from laser scanning and automated photogrammetry are presented. Such DEMs are very dense and relatively accurate in open terrain. Built-up and wooded areas, however, need automated filtering and classification in order to generate terrain (bare earth) data when Digital Terrain Models (DTMs) have to be produced. Automated processing of the raw data is not always successful. Systematic errors and many outliers at both methods (laser scanning and digital photogrammetry) may therefore be present in the data sets. We discuss requirements for the reference data with respect to accuracy and propose robust statistical methods as accuracy measures. Their use is illustrated by application at four practical examples. It is concluded that measures such as median, normalized median absolute deviation, and sample quantiles should be used in the accuracy assessment of such DEMs. Furthermore, the question is discussed how large a sample size is needed in order to obtain sufficiently precise estimates of the new accuracy measures and relevant formulae are presented.     

SAR影像多项式正射纠正方法与实验

提出了一种针对SAR影像的多项式正射纠正法———引入投影差改正的多项式纠正法,并对ERS 2、RADARSAT和机载SAR影像进行了实验。引起SAR影像变形的因素很多,其中多数变形可以通过多项式纠正方法得到改正;但是,因高差引起的变形很难通过一般的多项式纠正方法进行改正。在本文中,先根据斜距和侧视角改正高差引起的投影差,然后用一般多项式纠正的方法改正其他因素引起的变形;重采样时则恰好相反,先根据多项式参数求得未受高差影响的像点坐标,然后加上投影差,从而获得真实的像点坐标。与其他正射纠正的方法相比,本文的方法非常易于实现,而且能够达到相当高的精度。根据以上原理,设计了相应的软件,并对云南大理一幅Radarsat的山区影像进行了纠正实验,控制点精度为2 2个像素;而采用一般多项式,使用同样的控制点,对这幅影像进行纠正,只能达到44 4个像素。另外,使用ERS 2影像和机载SAR影像进行了相应试验,结果类似于Radarsat影像的纠正。因此,本文提出的方法是有效、可行的,能适应地形起伏较大地区的SAR影像的几何校正。     

计算视复电阻率的新的近似公式

本文推导并评价了一个新的计算视复电阻率的近似公式,其视振幅表达式为|ρs（ω）|≈ρs（ω）|ρs（ω）=ρs（ω）|,视相位表达式为φs（ω）≈sum from i=1 to n（Bi（ω）φi（ω））,这里Bi（ω）是按各介质复电阻率振幅计算的稀释系数。此近似公式比迄今为止已发表过的同类近似公式都精确,可在频率域激电法数值模拟计算视复电阻率时应用。     

Introducing scale parameters for adjusting area objects in GIS based on least squares and variance component estimation

In this paper, a least‐squares based cadastral parcel area adjustment in geographic information systems (GIS) is developed based on (1) both the areas and coordinates being treated as observations with errors; and (2) scale parameters being introduced to take the systematic effect into account in the process of cadastral map digitization. The area condition equation for cadastral parcel considerations of scale parameters and geometric constraints is first constructed. The effects of the scale error on area adjustment results are then derived, and statistical hypothesis testing is presented to determine the significance of the scale error. Afterwards, Helmert's variance component estimation based on least‐squares adjustment using the condition equation with additional parameters is proposed to determine the weight between the coordinate and area measurements of the parcel. Practical tests are conducted to illustrate the implementation of the proposed methods. Four schemes for solving the inconsistencies between the registered areas and the digitized areas of the parcels are studied. The analysis of the results demonstrates that in the case of significant systematic errors in cadastral map digitization, the accuracies of the adjusted coordinates and areas are improved by introducing scale parameters to reduce the systematic error influence in the parcel area adjustment. Meanwhile, Helmert's variance component estimation method determines more accurate weights of the digitized coordinates and parcel areas, and the least‐squares adjustment solves the inconsistencies between the registered areas and the digitized areas of the parcels.     

A Dutch multi-date land use database: Identification of real and methodological changes

Land cover and land use are important information sources for environmental issues. One of the most important changes at the Earth's surface concerns land cover and land use. Knowledge about the location and type of these changes is essential for environmental modeling and management. Remote sensing data in combination with additional spatial data are recognized as an important source of information to detect these land cover and land use changes.     

NIM-Ⅱ型可移激光绝对重力仪

中国第二代可移激光绝对重力仪（NIM-Ⅱ型）的实验装置于1985年研制成功。本文详细论述了仪器的多位置法原理及仪器结构;具体分析说明了仪器的光学系统,电子精密测时系统,数据处理系统;研究了一种处理地面微震干扰的新方法。参加1985年在法国巴黎举行的第二次国际绝对重力仪比对结果表明,该装置的测量结果不确定度为1.4x10-7m/s2。国际比对后,仪器又做了进一步改进。经国内大面积测量应用的结果表明,该装置的不确定度可达1×10-7m/s2。     

激光探针电感藕合等离子体质谱在位测定微量元素方法研究

利用２６６ｎｍ紫外激光熔融电感藕合等离子体制谱仪,在最优化测试条件下,对标准玻璃样品ＮＩＳＴ６１２中３０个微量元素进行了５天２５组７８次的测定。在采用最小二乘法拟合后,选用＾４４Ｃａ和＾２９Ｓｉ为内标,分别测定微量元素浓度为４５０μｇ／ｇ左右的ＮＩＳＴ６１０,４０μｇ／ｇ左右的ＮＩＳＴ６１２以及微量元素浓度小于１μｇ／ｇ的ＮＩＳＴ６１４标准玻璃样品,与标样的标定值比较,数据的准确度绝大部分小于１０     

数字摄影测量系统生成的DEM数据精度的确定

论述一个由数字化画幅式像片（或数字影像）用数字摄影测量系统生成的DEM数据精度的确定方法。该方法的特点是只使用数字摄影测量系统的观测,避免了其它测量系统（如解析测图仪）的影响。通过在数字视频测图仪（DVP）上所作的大量实验证明本文中设计的方法是普遍实用的。实验结果表明,影响DEM数据的精度的主要因素是像元大小。