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The use of existing global elevation dataset for absolute orientation of high resolution image without gcps

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TLDR
In this paper, the authors exploited the DEM matching technique further using existing global elevation dataset for absolute orientation of high-resolution satellite image without ground control points, and applied DEM matching based on linear pushbroom images.
Abstract
For precise mapping using high resolution satellite images, various ways to eliminate the need of ground control points have been proposed. DEM matching, a technique to match two different surfaces by adjusting their position and attitude, is also one way of them. Our previous study demonstrated that DEM matching can be used for bias compensation of rigorous pushbroom sensor models. In this paper, we exploit the DEM matching technique further using existing global elevation dataset for absolute orientation of high resolution satellite image without ground control points. In particular, we investigated how the existing global DEM available worldwide can substitute ground control points when DEM matching is applied to linear pushbroom imagery. We used Spot-5 HRG with 2.5m ground sampling distance(GSD) as high resolution satellite images and used SRTM-derived DEMs(DTEDs) with gird spacing of 30m and 90m as existing elevation dataset. We firstly established relative orientation and generated a relative DEM without use of ground control points. DEM matching was then applied between the relative DEM and the DTED. We applied DEM matching based on linear pushbroom images. Through DEM matching, accuracy of about 2 GSD or better could be achieved with in the horizontal and in the vertical direction, respectively. We confirmed automatic DEM matching processing can be accomplished for absolute orientation of pushbroom image and as results, absolute DEM can be achieved from relative DEM. We tested the applicability of 90m existing global dataset for DEM matching. Our experimental results showed the potential of existing DEM for precise mapping without ground control points. This is very encouraging in terms of applicability of the existing global elevation data. This paper will contribute to understanding of DEM matching for linear pushbroom images and of solution to precise mapping without ground control points.

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Journal ArticleDOI

Iterative Pointing Angle Calibration Method for the Spaceborne Photon-Counting Laser Altimeter Based on Small-Range Terrain Matching

TL;DR: A fast pointing angle calibration method using only a small range of terrain surveyed by airborne lidar, based on the matching criterion of least elevation difference, which could significantly reduce the calibration time to only about one-fifth of that of the pyramid search method.
Journal ArticleDOI

The rational polynomial coefficients modification using digital elevation models

TL;DR: In this paper, an automatic approach is presented for the Rational Polynomial Coefficients (RPC) modification using global digital elevation models (DEMs). And the main steps of this approach are: relative digital elevation model generation, shift parameters calculation, sparse point cloud generation and shift correction, and rational polynomial fitting.
Journal ArticleDOI

Pointing angle calibration of zy3-02 satellite laser altimeter using terrain matching

TL;DR: Zhang et al. as mentioned in this paper proposed a method to calculate the laser pointing angle error based on existed reference terrain data, such as 90m-SRTM and 30m-AW3D30, to estimate the pointing angle of laser altimeter.
Journal ArticleDOI

Adaptive Re-weighted Block Adjustment for Multi-Coverage Satellite Stereo Images without Ground Control Points

TL;DR: Comparisons with experiments of three groups of mono-coverage images indicates that the redundant observations from multi- coverage images can significantly improve the direct georeferencing accuracy, more specifically, from 13.69–16.02 m to 11.09 m in the horizontal direction.
Journal ArticleDOI

Application of 30-meter global digital elevation models for compensating rational polynomial coefficients biases

TL;DR: A 2.5 D mutual information based DEM matching, between a GDEM and an IB-DEM, was introduced for bias correction of satellite stereo images and revealed that the proposed method could significantly improve the geometric accuracy of IB- DEM using all GDEMs.
References
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Journal ArticleDOI

Orthorectification of VHR optical satellite data exploiting the geometric accuracy of TerraSAR-X data

TL;DR: A robust method which works even for urban areas, including radar shadows, layover and foreshortening effects, is developed using a newly developed adapted mutual information procedure followed by an estimation of correction terms for the exterior orientation or the RPC coefficients.
Journal ArticleDOI

Automated Geometric Correction of High-resolution Pushbroom Satellite Data

TL;DR: In this article, the Automatic Ground Control Points Extraction (AGE) technique was used for increasing the automation in the geometric correction of high-resolution satellite imagery, based on an image-to-image matching between the satellite data and an already geocoded image (i.e., a digital orthophoto).
Proceedings ArticleDOI

Utilization of ground control points for image orientation without point identification in image space

TL;DR: In this paper, a 3D ground control point (GCP) based method was proposed for point determination without any point identification in image space, where the conjugate points are acquired in such a way, that at least three object points are arranged in the surroundings of each control point.
Journal ArticleDOI

DEM matching for bias compensation of rigorous pushbroom sensor models

TL;DR: It is proved that DEM matching based on 3D similarity transformation can be used when model errors are only on the platform’s position and attitude biases, and for establishing rigorous sensor models for pushbroom images.
Journal ArticleDOI

Localization based on DEM matching using multiple aerial image pairs

TL;DR: The localization algorithm that estimates translation parameters of an aircraft by comparing the sampled elevation map recovered from aerial sequence images, and the digital elevation model (DEM) with the given orientation and altitude parameters obtained from a gyroscope is proposed.
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