Proceedings, XXth congress: Proceedings, XXth congress

Altan, M. Orhan

Bibliographic data

Multivolume work

Persistent identifier:: 1663674213

Title:: Proceedings, XXth congress

Sub title:: Istanbul, 12 - 23 July 2004

Year of publication:: 2004

Place of publication:: Istanbul

Publisher of the original:: [Verlag nicht ermittelbar]

Identifier (digital):: 1663674213

Language:: English

Additional Notes:: Erscheinungsdatum des Originals ist aus dem Copyrightjahr ermittelt.; Auch bezeichnet als XXth International Congress for Photogrammetry and Remote Sensing

Editor:: Altan, M. Orhan

Corporations:: International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul; International Society for Photogrammetry and Remote Sensing, Commission Primary Data Acquisition

Adapter:: International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul; International Society for Photogrammetry and Remote Sensing, Commission Primary Data Acquisition

Founder of work:: International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul; International Society for Photogrammetry and Remote Sensing, Commission Primary Data Acquisition

Other corporate:: International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul; International Society for Photogrammetry and Remote Sensing, Commission Primary Data Acquisition

Document type:: Multivolume work

Volume

Persistent identifier:: 166368779X

Title:: Proceedings, XXth congress

Scope:: IV, 226 Seiten

Year of publication:: 2004

Place of publication:: Istanbul

Publisher of the original:: [Verlag nicht ermittelbar]

Identifier (digital):: 166368779X

Illustration:: Illustrationen, Diagramme

Signature of the source:: ZS 312(35,B8)

Language:: English

Additional Notes:: Erscheinungsdatum des Originals ist aus dem Copyrightjahr ermittelt.

Usage licence:: Attribution 4.0 International (CC BY 4.0)

Editor:: Altan, M. Orhan

Corporations:: International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul; International Society for Photogrammetry and Remote Sensing

Adapter:: International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul; International Society for Photogrammetry and Remote Sensing

Founder of work:: International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul; International Society for Photogrammetry and Remote Sensing

Other corporate:: International Society for Photogrammetry and Remote Sensing, Congress, 20., 2004, Istanbul; International Society for Photogrammetry and Remote Sensing

Publisher of the digital copy:: Technische Informationsbibliothek Hannover

Place of publication of the digital copy:: Hannover

Year of publication of the original:: 2019

Document type:: Volume

Collection:: Earth sciences

Chapter

Title:: SIMULATE APPROACH FOR SEVERAL REMOTE SENSING IMAGES’ POSITIONING WITH GPS DATA AND FEW GCPS YAN Qin, QIU Zhicheng, CHENG Chunquan, WANG Yali

Document type:: Multivolume work

Structure type:: Chapter

ibul 2004 ingle of se four- attitude tellite's images he flow 3. SIMULATION EXPERIMENT Two strips was designed, each strip has two satellite images. The strips have longitudinal and lateral overlap. And the four stimulant images were created (see figure 4, the shadow is the overlap area of the adjacent images), the attitude and the adjacent images' pixel coordinate and geodetic coordinate were known. Figure 4. Stimulated area images International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B-YF. Istanbul 2004 Considering the computation precision of the attitude and the targets’ ground coordinate are mainly influenced by image points’ measured error, the experiment contains two instances. The first is to analyse the influence on the attitude computation precision that image point error caused with varying overlap measure, e.g. the overlap measure is 10%, 20%, 30% or 60%. The second is to analyse the influence on the targets’ poisoning precision that image point error caused when different overlap was given, e.g. the overlap measure is 10%, 20%, 30% or 60%. The first instance: the analysis of influence on the attitude computation precision that image point error caused with varying overlap measure. The experiment was divided into four groups, i.e. longitudinal overlap is 10% & lateral overlap is 10%, longitudinal overlap is 20% & lateral overlap is 20%, longitudinal overlap is 30% & lateral overlap is 30%, and longitudinal overlap is 60% & lateral overlap is 20%. The measured error is variable from 0.00 mm to 0.03 mm. The difference the terrain is 2000 m. the result of this experiment is as follow. Measured error Pitch error (second) Roll error (second) Yaw error (second) 0.00 mm 0.0022-0.2467 0.0000-0.0016 1.2566-5.6549 0.01 mm - : 1.7158--4.7654 0.6713-3.4740 12.4537-17.7531 002mm 3.4269-9.5125 1.4262-7.0223 30.1944-36.3754 7 70.03 nm : | 5.1427-12.2407 2.2660-10.64427 47.5632-54.6107 Table 1. relationship between the measured error and attitude error (longitudinal overlap 10% & lateral overlap 10%) Measured error Pitch error (second) | Roll error (second) Yaw error (second) : 0.00 mm 0.0022-0.0247 0.0000-0.0016 1.2566-5.6549 0.01 mm. 0.2633-1.0049 0.1352-1.1020 2.6934-6.8807 ; 0.02 mm _ 0.5206-1.9830 0.3072-2.1623 10.2831-12.6474 "0.03 mm | 0.7100-2.9589 0.4547-3.1792 15.2730-20.2182 Table 2 relationship between the measured error and attitude error ( longitudinal overlap 20% & lateral overlap 20%) Measured error Pitch error (second) Roll error (second) Yaw error (second) 0.00 mm 0.0022-0.0247 0.0000-0.0016 1.2566-5.6549 001 mm 0.2916-0.7645 0.2429-1.7177 0.9321-7.2375 DO mm. 0.5973-1.5023 0.4820-3.4197 0.8062-17.9389 — -0.03 mm ; 0.9073-2.2380 0.7170-5.1059 0.8790-28.3340 Table 3. Relationship between the measured error and attitude error (longitudinal overlap 30% & lateral overlap 30%) Roll error (second) Yaw error (second) 0.0000-0.0011 1.2566-5.6548 0.0118-0.2255 10.6213-15.0465 0.0242-0.4479 17.5512-30.9677 Measured error - Pitch error (second) 0.00 mm 0.0021-0.0246 00 mm 0.2655-0.9097 0.02 mm . 0.5148-1.7936 = 0.03 mm . E 0.7611-2.6761 0.0373-0.6660 24.5598-46.5067 IH Table 4. Relationship between the measured error and attitude error (longitudinal overlap 60% & lateral overlap 20%)

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