{"refrec":{"BRefID":102847,"RR":"<b>Hanert, E.; Le Roux, D.Y.; Legat, V.; Deleersnijder, E.</b> (2005). An efficient Eulerian finite element for the shallow water equations. <i>Ocean Modelling 10(1-2)</i>: 115-136. <a href=\"http://dx.doi.org/10.1016/j.ocemod.2004.06.006\" target=\"_blank\">dx.doi.org/10.1016/j.ocemod.2004.06.006</a>","BEntID":99634,"PublicFlag":1,"CheckedFlag":0,"wosflag":1,"vabbflag":1,"RefStringPartII":". <i>Ocean Modelling 10(1-2)</i>: 115-136. <a href=\"https://dx.doi.org/10.1016/j.ocemod.2004.06.006\" target=\"_blank\">https://dx.doi.org/10.1016/j.ocemod.2004.06.006</a>","DocTypID":8,"DocType":"Journal article","MarineFlag":1,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Hanert, E.; Le Roux, D.Y.; Legat, V.; Deleersnijder, E.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Hanert, E. <i>et al.</i>","Englishabstract":"The accuracy and efficiency of an Eulerian method is assessed by solving the non-linear shallow water equations and compared with the performances of an existing semi-Lagrangian method. Both methods use a linear non-conforming finite element discretization for velocity and a linear conforming finite element discretization for surface elevation. This finite element pair is known to be computationally efficient and free of pressure modes. The model equations are carefully derived and a comparison is performed by simulating the propagation of slow Rossby waves in the Gulf of Mexico. 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