Show simple item record

contributor authorSiniša Družeta
contributor authorLuka Sopta
contributor authorSenka Maćešić
contributor authorNelida Črnjarić-Žic
date accessioned2017-05-08T20:46:20Z
date available2017-05-08T20:46:20Z
date copyrightNovember 2009
date issued2009
identifier other%28asce%290733-9429%282009%29135%3A11%28917%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26637
description abstractThe importance of spatial resolution for two-dimensional shallow-water model accuracy has been investigated by testing the effect of mesh refinement on two test cases based on laboratory dam-break experiments. A balanced first-order accurate upwind Q-Scheme and a second-order accurate upwind Hancock Monotone Upstream-centered Scheme for Conservation Laws scheme were both first validated on an analytical test, and then applied to the experimental dam-break test cases on four meshes of different density. Simulation results were evaluated through comparison of experimental and computed water level values at several available gauge points. Model sensitivity analysis showed that (1) mesh density was not critical for results accuracy; (2) excessive mesh refinement somewhat deteriorated the results; and (3) optimal spatial resolution was relatively low. Response is shown to be highly complex and no simple relation between spatial resolution and model accuracy has been found.
publisherAmerican Society of Civil Engineers
titleInvestigation of the Importance of Spatial Resolution for Two-Dimensional Shallow-Water Model Accuracy
typeJournal Paper
journal volume135
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2009)135:11(917)
treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 011
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record