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通过采用IKONOS卫星影像生产1:10 000数字地图的实验和分析,证明IKONOS卫星影像能满足山地、高山地1:10 000、1:5 000数字地图生产的精度要求,为边境地区和边远航摄死角地区基础测绘生产找到了实用的方法。 相似文献
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《地理空间信息》2020,(7)
在沙特阿拉伯某研究区的背景下利用WorldView-2高分辨卫星影像制作1∶10 000数字化地形图。详细论述了WGS84转换成UTM坐标系的算法与实现过程以及利用WorldView-2高分辨卫星影像生产1∶10 000数字化地形图的过程。通过成图的精度对比,验证了利用WorldView-2高分辨卫星影像制作1∶10 000数字化地形图的可靠性,能满足1∶10 000数字化地形图生产的精度要求,甚至可达到1∶5 000数字化地形图的要求。利用高分辨卫星影像制作数字化地形图从一定程度上减少了内外业测绘的时间,提高了生产效率,能为同类项目的测绘与地勘技术人员提供测量经验和参考依据。 相似文献
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《测绘通报》2017,(Z2)
随着光学高分辨率卫星传感器的发展,新型传感器能够提供分辨率高且基高比大的立体像对以获取高精度的DEM。本文以高原山区同一区域的WorldView-2和GeoEye-1影像为数据源探索两种卫星立体像对定位精度的共性及差异。试验结果表明,在无控条件下WorldView-2影像平面精度优于GeoEye-1影像,而GeoEye-1影像高程精度优势明显。有控制点时,1~2个控制点可以大大提高WorldView-2和GeoEye-1卫星的影像定位精度:WorldView-2平面和高程平均误差分别为1 m和3 m,GeoEye-1平面和高程平均误差均小于2 m。继续增加控制点对定位精度提高不明显,有理函数模型具有与严格物理模型几乎一致的精度,但严格物理模型高程精度相对较高。控制点不均匀分布时,严格物理模型的定位精度变化明显,而有理函数模型定位精度波动较小。 相似文献
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谢岩 《测绘与空间地理信息》2012,(12):100-101
根据利用QuickBird高分辨率卫星影像进行1∶10 000比例尺地形图更新的生产情况,主要研究利用QuickBird卫星影像,更新1∶10 000比例尺地形图的方法、技术和步骤。 相似文献
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本文简要介绍了IKONOS卫星遥感影像适用于生产测绘产品的特点,总结了利用IKONOS影像进行1∶10 000测绘产品生产试验的主要结论,分析了利用IKONOS影像作为数据源实际生产1∶10 000测绘产品的情况。 相似文献
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随着数字摄影测量技术、LiDAR和InSAR等测绘高新技术的发展,数字高程模型在数据获取、生产技术和工艺等方面较以往发生了很大变化。2001年首次发布的行业标准《基础地理信息数字产品1:100001:50000数字高程模型》在很大程度上已经不能反映当前我国DEM生产的实际状况,有必要对该标准进行修订。深入分析和研究美国、英国、加拿大等国DEM相关标准,并充分考虑我国测绘生产的实际状况,对该标准的相关内容和技术指标进行修订,提高标准的现势性,保证相关标准之间的协调性和完整性,能更好地满足测绘生产和用户的实际需要。 相似文献
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Use of GPS tracking data from different dual-frequency receiver types (cross-correlating vs. codeless) has revealed satellite-dependent
biases in pseudorange observables P1 (Y-code) and C1 (C/A, Clear Acquisition code). These biases can have a direct effect
on clock estimates, carrier phase bias fixing, and other parameters estimated in GPS data processing. A set of satellite-specific
compensatory pseudorange offsets is calculated, and each is applied to a wee of daily global network analyses in which satlellite,
receiver, atmospheric, and Earth rotation parameters are estimated. Results from these analyses are then compared to those
from corresponding baseline cases in which no biases were applied. There is also some evidence that suggests that the pseudorange
biases differ even among codeless receiver models. Hence, a second set of offsets is computed on a different basis, and compared
with the baseline model in a similar manner. A preliminary examination of C1-P1 variations over time is presented. Finally,
recommendations are made for the use of the calculated offsets, and consideration is given to a future dissemination of updates
to these values as necessary. ? 2001 John Wiley & Sons, Inc. 相似文献
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变异时序回归GM(1,1)模型 总被引:1,自引:0,他引:1
鉴于在GM(1,1)预测模型中,灰参数与背景值导致的GM(1,1)模型的残差,本文提出将残差引入到时序中,对时序进行变异,利用不同的曲线回归方程对变异时序进行估计.基于对不同回归方程估计结果的误差分析,选用最佳的回归方程作为GM(1,1)变异时序预测方程;并将预测结果作为GM(1,1)模型的变量k.实例计算表明,变异时... 相似文献
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设计利用全站仪与GPS-RTK联合作业进行野外数据采集,通过CASS6.0成图软件进行内业成图,完成龙港区双树乡1∶1 000地形图测量工作。主要叙述了RTK技术在地形图图根测量、碎部测量中的可行性和RTK外业测量的操作步骤、注意事项,阐述了RTK定位技术的相关原理,说明了RTK与全站仪联合进行数字化测图是一种高速度、高效率的新方法,对于地形条件复杂的地区,考虑到全站仪与RTK技术的优缺点,可以采用RTK与全站仪联合作业的方式进行地形图的测绘。在测区内不需要进行图根控制测量,使RTK与全站仪优势互补,可大幅度提高测量速度,且可保证测图精度。 相似文献
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《ISPRS Journal of Photogrammetry and Remote Sensing》1999,54(4):289-297
This paper describes a method for pass processing of IRS-1C/1D imagery acquired by the three CCD arrays of the panchromatic (PAN) camera. It is based on the fact that during a single pass, the image data stream from the three CCD arrays of the PAN camera can be adjusted together as a single image, exploiting the knowledge of the internal geometry and the angular relationships between the CCD arrays. The geometry of this extended image can be rectified with a single ground control point (GCP). A full PAN scene consists of nine subscenes, each with a dimension of 23.5 km×23.5 km. The method is not restricted in the number of continuous full scenes (in the same pass) that can be adjusted. The scale variations between the images from the three detectors are corrected by computing the relative focal lengths of detectors 1 and 3 with respect to detector 2. Two tests were conducted to verify the accuracy of the adjustment procedure. Average root-mean-square (RMS) errors of ±10.5 m in the latitude direction and ±11.3 m in the longitude direction were obtained with a single surveyed GCP and a set of survey points used as checkpoints. The results of the tests show that the adjustment of full PAN scenes, as proposed in this paper, is an effective means of reducing the number of GCPs required for precise determination of ground coordinates. 相似文献
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通过对郑州市居民楼沉降变形监测数据进行处理,分别建立传统的GM(1.1)模型,新信息GM(1.1)模型,新陈代谢GM(1.1)模型,对三种模型进行分析与预报,比较的结果验证了新陈代谢GM(1.1)模型在建筑物沉降变形分析中的实用性、正确性和有效性。 相似文献
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Modern dual-frequency global positioning system (GPS) receivers are capable of providing direct measurements of both L1 C/A (C1) and P code (P1) without the use of the Y-codes under Anti-Spoofing. A discrepancy or bias between the C1 and P1 measurements from these receivers has however been of concern to operators and users of GPS reference networks. For the
purpose of modeling and estimation, the nature and characteristics of the discrepancy must be investigated. The research results
presented indicate that the discrepancy between the C1 and P1 measurements contains two different types of components: one is of constant type while another is time variant. A method
has been developed for their modeling and estimation. The residual C1–P1 time series after a satellite-dependent bias removal agree at a few-centimeter level, indicating the effectiveness of the
proposed model. This allows the C1–P1 discrepancy, both constant and non-constant components, to be removed from GPS reference network solutions. Numerical results
are provided to support the analysis.
Received: 12 October 1999 / Accepted: 11 May 2000 相似文献