Erduran, K. S.2019-08-012019-08-0120130271-2091https://dx.doi.org/10.1002/fld.3816https://hdl.handle.net/11480/4326This study presents the fourth order accurate finite volume solution to shallow water equations. Fourth order accuracy in space was provided by using the Monotone Upstream-centered Schemes for Conservation Laws-Total Variation Diminishing scheme, whereas fourth order accurate solution in time was achieved by using the third order predictor scheme of Adams-Basforth followed by the fourth order corrector scheme of Adams-Moulton. The applicability and accuracy of the solution algorithm were explored on complex flow conditions. These flow conditions cover a theoretical well-known partial two-dimensional dam break problems and an experimental flow in a compound channel with or without a bridge. The applicability limits of the solution algorithm were discussed. The overall performance of the solution was found to be reasonably good. Copyright (c) 2013 John Wiley & Sons, Ltd.eninfo:eu-repo/semantics/closedAccessfourth-order accuracyshallow water equationsfinite volumeshock-capturing schemescompound channelbridgeFourth order finite volume solution to shallow water equations and applicationsArticle73763765910.1002/fld.38162-s2.0-84885182905Q1WOS:000325348500002Q2