Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/93587
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dc.contributorDepartment of Aeronautical and Aviation Engineeringen_US
dc.contributorDepartment of Mechanical Engineeringen_US
dc.creatorBai, Xen_US
dc.creatorWen, Wen_US
dc.creatorZhang, Gen_US
dc.creatorHsu, LTen_US
dc.date.accessioned2022-07-14T01:45:43Z-
dc.date.available2022-07-14T01:45:43Z-
dc.identifier.isbn0936406224en_US
dc.identifier.isbn9780936406220en_US
dc.identifier.urihttp://hdl.handle.net/10397/93587-
dc.descriptionION 2019 Pacific PNT Meeting, April 8 - 11, 2019, Honolulu, Hawaiien_US
dc.language.isoenen_US
dc.publisherInstitute of Navigationen_US
dc.rightsPosted with permission of the author.en_US
dc.rightsThe following publication Bai, Xiwei, Wen, Weisong, Zhang, Guohao, Hsu, Li-Ta, "Real-time GNSS NLOS Detection and Correction Aided by Sky-Pointing Camera and 3D LiDAR," Proceedings of the ION 2019 Pacific PNT Meeting, Honolulu, Hawaii, April 2019, pp. 862-874 is first published by the Institute of Navigation and is available at https://doi.org/10.33012/2019.16845.en_US
dc.titleReal-time GNSS NLOS detection and correction aided by sky-pointing camera and 3D LiDARen_US
dc.typeConference Paperen_US
dc.identifier.spage862en_US
dc.identifier.epage874en_US
dc.identifier.doi10.33012/2019.16845en_US
dcterms.abstractRobust and globally referenced positioning is the basis of fully autonomous driving in diverse scenarios. Globally navigation satellite system (GNSS) is currently the main source providing globally referenced positioning. Satisfactory accuracy (5~10 meters) can be obtained in sparse areas. However, the GNSS positioning error can go up to even 100 meters in dense urban areas due to the multipath effects and none-line-of-sight (NLOS) reception caused by reflection and blockage from buildings. NLOS is currently the dominant component degrading the performance of GNSS positioning. Recently, the camera is employed to detect the NLOS satellites and then the NLOS are excluded from GNSS calculation. This exclusion can cause severe distortion of satellite distribution, due to the excessive NLOS receptions in deep urban canyon. This paper proposes to correct the NLOS receptions with the aid of 3D LiDAR ranging after detecting NLOS receptions using camera. The sky-pointing monocular camera is firstly employed to detect satellite visibility. Then, the NLOS delay is modeled using the satellite elevation angle, azimuth angle and distance from receiver to possible reflector which is ranged by 3D LiDAR. The pseudorange measurements are corrected using the estimated NLOS delay. Finally, the GNSS positioning is improved using corrected pseudorange measurements and healthy (visible) satellites. The proposed method is verified through real road tests in a deep urbanized canyon of Hong Kong. The result shows that the proposed method can effectively improve the GNSS positioning performance by decreasing the mean error from 22.01 to 14.96 meters.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationProceedings of the ION 2019 Pacific PNT Meeting, Honolulu, Hawaii, April 2019, p. 862-874en_US
dcterms.issued2019-
dc.identifier.scopus2-s2.0-85092721585-
dc.relation.ispartofbookProceedings of the ION 2019 Pacific PNT Meeting, Honolulu, Hawaii, April 2019en_US
dc.relation.conferenceInstitute of Navigation Pacific Positioning, Navigation and Timing Meeting [PACIFIC PNT]en_US
dc.description.validate202207 bckwen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberAAE-0115-
dc.description.fundingSourceSelf-fundeden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS42722565-
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