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dc.contributor.authorHsu, Ming-Hsi
dc.contributor.authorLin, Shu-Horng
dc.contributor.authorFu, Jin-Cheng
dc.contributor.authorChung, Shih-Feng
dc.contributor.authorChen, Albert S.
dc.date.accessioned2014-07-16T14:05:54Z
dc.date.issued2010-06-11
dc.description.abstractA flash flood routing model with artificial neural networks predictions was developed for stage profiles forecasting. The artificial neural network models were used to predict the 1-3 h lead time river stages at gauge stations along a river. The predictions were taken as interior boundaries in the flash flood routing model for the forecast of longitudinal stage profiles, including the un-gauged sites of a whole river. The flash flood routing model was based on the dynamic wave equations with discretization processes of the four-point finite difference method. Five typhoon events were applied to calibrate the rainfall-stage model and the other three events were simulated to verify the model's capability. The results revealed that the flash flood river routing model conjunction with artificial neural networks can provide accurate river stages for flood forecasting.en_GB
dc.description.sponsorshipNational Science Council of Taiwanen_GB
dc.identifier.citationVol. 388 (3-4), pp. 426 - 437en_GB
dc.identifier.doi10.1016/j.jhydrol.2010.05.028
dc.identifier.grantnumberNSC 97-2221-E-002-141-MY3en_GB
dc.identifier.urihttp://hdl.handle.net/10871/15207
dc.language.isoenen_GB
dc.publisherElsevieren_GB
dc.subjectStage profiles forecastingen_GB
dc.subjectFlash flood routingen_GB
dc.subjectArtificial neural networksen_GB
dc.titleLongitudinal stage profiles forecasting in rivers for flash floodsen_GB
dc.typeArticleen_GB
dc.date.available2014-07-16T14:05:54Z
dc.identifier.issn0022-1694
dc.descriptionCopyright © 2010 Elsevier. NOTICE: this is the author’s version of a work that was accepted for publication in Journal of Hydrology. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Journal of Hydrology Vol. 388 (2010), DOI: 10.1016/j.jhydrol.2010.05.028en_GB
dc.identifier.eissn1879-2707
dc.identifier.journalJournal of Hydrologyen_GB


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