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dc.contributor.authorHsieh, Chia-Shengen_US
dc.contributor.authorShih, Tian-Yuanen_US
dc.contributor.authorHu, Jyr-Chingen_US
dc.contributor.authorTung, Hsinen_US
dc.contributor.authorHuang, Mong-Hanen_US
dc.contributor.authorAngelier, Jacquesen_US
dc.date.accessioned2014-12-08T15:27:41Z-
dc.date.available2014-12-08T15:27:41Z-
dc.date.issued2011-09-01en_US
dc.identifier.issn0921-030Xen_US
dc.identifier.urihttp://dx.doi.org/10.1007/s11069-011-9734-7en_US
dc.identifier.urihttp://hdl.handle.net/11536/19936-
dc.description.abstractSynthetic aperture radar (SAR) interferometry (InSAR) is a geodetic tool widely applied in the studies of earth-surface deformation. This technique has the benefits of high spatial resolution and centimetre-scale accuracy. Differential SAR interferometry (DInSAR) is used to measure ground deformation with repeat-pass SAR images. This study applied DInSAR and persistent scatterers InSAR (PSInSAR) for detecting land subsidence in the Pingtung Plain, southern Taiwan, between 1995 and 2000. In recent years, serious land subsidence occurred along coastal regions of Taiwan as a consequence of over-pumping of underground water. Results of this study revealed that the critical subsidence region is located on the coast near the estuary of Linpien River. It is also found that subsidence was significantly higher during the dry season than the wet season. The maximum annual subsidence rate of the dry season is up to -11.51 cm/year in critical subsidence region and the vertical land movement rate is much slower during the wet season. The average subsidence rates in wet and dry seasons are -0.31 and -3.37 cm/year, respectively. As a result, the subsidence rate in dry seasons is about 3 cm larger than in wet seasons.en_US
dc.language.isoen_USen_US
dc.subjectSAR inteferometryen_US
dc.subjectDInSARen_US
dc.subjectPSInSARen_US
dc.subjectLand subsidenceen_US
dc.subjectPingtung Plainen_US
dc.titleUsing differential SAR interferometry to map land subsidence: a case study in the Pingtung Plain of SW Taiwanen_US
dc.typeArticleen_US
dc.identifier.doi10.1007/s11069-011-9734-7en_US
dc.identifier.journalNATURAL HAZARDSen_US
dc.citation.volume58en_US
dc.citation.issue3en_US
dc.citation.spage1311en_US
dc.citation.epage1332en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000293406800028-
dc.citation.woscount5-
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