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dc.contributor.authorHwang, Cheinwayen_US
dc.contributor.authorCheng, Tze-Chiangen_US
dc.contributor.authorCheng, C. C.en_US
dc.contributor.authorHung, W. C.en_US
dc.date.accessioned2014-12-08T15:07:45Z-
dc.date.available2014-12-08T15:07:45Z-
dc.date.issued2010-01-01en_US
dc.identifier.issn0039-6265en_US
dc.identifier.urihttp://dx.doi.org/10.1179/003962609X451672en_US
dc.identifier.urihttp://hdl.handle.net/11536/6089-
dc.description.abstractWe experiment with absolute and relative gravimetry, to determine land subsidence. A gravin, network in the Yunlin County of central Taiwan is established to determine gravity variations that are largely due to land subsidence. Every 6 months, gravity values at two absolute gravity stations were measured by a FG5 gravimeter and those at 7 relative stations by a Graviton-EG and a Scintrex CG-5 relative gravimeter A weighted constraint network adjustment was carried out by holding fixed gravity values at the absolute stations. Correction models for temporal gravity changes are developed and applied to raw gravity measurements. The adjusted gravity values oscillate, but in general increase with time, showing signature of land subsidence. An empirical gravity-to-height admittance factor is determined using gravity change (from FG5) and height change (from levelling) at the two absolute gravity stations. At most gravity stations, there is good agreement between subsidence rates from gravimetry and levelling. Some large discrepancies (> 1 cm/year) also exist and am, caused by uncertainties in relative gravity accuracy, hydrological effects and the admittance factor This study suggests that gravimetry has the potential to determine land subsidence to cm accuracy and is more efficient and economic than tools such as levelling and GPS.en_US
dc.language.isoen_USen_US
dc.subjectSubsidenceen_US
dc.subjectAbsolute gravimetryen_US
dc.subjectRelative gravimetryen_US
dc.subjectCentral Taiwanen_US
dc.titleLAND SUBSIDENCE USING ABSOLUTE AND RELATIVE GRAVIMETRY: A CASE STUDY IN CENTRAL TAIWANen_US
dc.typeArticleen_US
dc.identifier.doi10.1179/003962609X451672en_US
dc.identifier.journalSURVEY REVIEWen_US
dc.citation.volume42en_US
dc.citation.issue315en_US
dc.citation.spage27en_US
dc.citation.epage39en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000274078600003-
dc.citation.woscount2-
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