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Approximations of the Carrier-Greenspan periodic solution to the shallow water wave equations for flows on a sloping beach

dc.contributor.authorMungkasi, Sudi
dc.contributor.authorRoberts, Stephen
dc.date.accessioned2015-12-10T23:27:25Z
dc.date.issued2012
dc.date.updated2016-02-24T08:16:02Z
dc.description.abstractThe Carrier-Greenspan solutions to the shallow water wave equations for flows on a sloping beach are of two types, periodic and transient. This paper focuses only on periodic-type waves. We review an exact solution over the whole domain presented by Johns ['Numerical integration of the shallow water equations over a sloping shelf', Int. J. Numer. Meth. Fluids, 2(3): 253-261, 1982] and its approximate solution (the Johns prescription) prescribed at the zero point of the spatial domain. A new simple formula for the shoreline velocity is presented. We also present new higher order approximations of the Carrier-Greenspan solution at the zero point of the spatial domain. Furthermore, we compare numerical solutions obtained using a finite volume method to simulate the periodic waves generated by the Johns prescription with those found using the same method to simulate the periodic waves generated by the Carrier-Greenspan exact prescription and with those found using the same method to simulate the periodic waves generated by the new approximations. We find that the Johns prescription may lead to a large error. In contrast, the new approximations presented in this paper produce a significantly smaller error.
dc.identifier.issn0271-2091
dc.identifier.urihttp://hdl.handle.net/1885/68214
dc.publisherJohn Wiley & Sons Inc
dc.sourceInternational Journal for Numerical Methods in Fluids
dc.subjectKeywords: Fixed boundaries; Moving shoreline; Periodic waves; Shallow water wave equation; Sloping beaches; Equations of motion; Finite volume method; Beaches Finite volume methods; Fixed boundary; Moving shoreline; Periodic waves; Shallow water wave equations; Sloping beach
dc.titleApproximations of the Carrier-Greenspan periodic solution to the shallow water wave equations for flows on a sloping beach
dc.typeJournal article
local.contributor.affiliationMungkasi, Sudi, College of Physical and Mathematical Sciences, ANU
local.contributor.affiliationRoberts, Stephen, College of Physical and Mathematical Sciences, ANU
local.contributor.authoruidMungkasi, Sudi, u4435754
local.contributor.authoruidRoberts, Stephen, u8602296
local.description.embargo2037-12-31
local.description.notesImported from ARIES
local.identifier.absfor010302 - Numerical Solution of Differential and Integral Equations
local.identifier.absseo970101 - Expanding Knowledge in the Mathematical Sciences
local.identifier.absseo961102 - Physical and Chemical Conditions of Water in Coastal and Estuarine Environments
local.identifier.absseo961002 - Natural Hazards in Coastal and Estuarine Environments
local.identifier.ariespublicationf2965xPUB1649
local.identifier.citationvolumeonline: 9 JUN 2011
local.identifier.doi10.1002/fld.2607
local.identifier.scopusID2-s2.0-84859946371
local.identifier.thomsonID000302995900001
local.type.statusPublished Version

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