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dc.contributor.authorHiroyasu
dc.contributor.authorKawai
dc.contributor.authorMakoto
dc.contributor.authorSatoh
dc.contributor.authorKoji
dc.contributor.authorKawaguchi
dc.contributor.authorKatsumi
dc.contributor.authorSeki
dc.date.accessioned2017-05-08T22:14:03Z
dc.date.available2017-05-08T22:14:03Z
dc.date.copyrightMarch 2014
dc.date.issued2014
dc.identifier.other39930945.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/74573
dc.description.abstractThis paper introduces the tide data acquisition and processing procedures in the Nationwide Ocean Wave Information Network for Ports and Harbors (NOWPHAS), especially those for global positioning system (GPS) buoys that measure water surface elevations using real-time kinematic GPS technology at water depths of 100–400 m and 10–20 km from the coastline. It then describes specific features of the 2010 Chile tsunami and the 2011 Tohoku tsunami, including foreshock and main shock profiles, which were measured along the Japanese coast by the NOWPHAS equipment. In the main shock of the 2011 Tohoku tsunami, the GPS buoy at a water depth of 204 m off Kamaishi Bay showed that the first wave crest consisted of primary slow and subsequent quick rises, and exceeded 6 m approximately 30 min after the earthquake occurrence. Some geometrically adjacent sets of GPS buoys, coastal wave gauges, and coastal tide gauges revealed the tsunami propagation and amplification near the coast.
dc.publisherAmerican Society of Civil Engineers
dc.title2010 Chile and 2011 Tohoku Tsunami Profiles Measured by GPS Buoys and Coastal Wave and Tide Gauges in a Nationwide Ocean Wave Information Network for Ports and Harbors
dc.typeJournal Paper
dc.journal.volume140
dc.journal.issue2
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000235
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 002
dc.contenttypeFulltext


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