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contributor authorGianluca Zanichelli
contributor authorElpidio Caroni
contributor authorVirgilio Fiorotto
date accessioned2017-05-08T22:13:58Z
date available2017-05-08T22:13:58Z
date copyrightMarch 2004
date issued2004
identifier other39924376.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74537
description abstractIn the framework of a river regulation design of the Po River Delta (Northern Italy), a study on a large physical model of the bifurcation Po di Goro-Po di Venezia was conducted with the main objective of determining the discharge subdivision rate at the river node, in order to assess the inflow conditions in the Po di Goro River for flood risk analysis. In this context, a two-dimensional depth averaged numerical model was tested against measured values, with reference to the prototype. In this paper a comprehensive analysis and discussion of the results is reported in order to highlight the applicability of numerical models in comparison with physical ones in river engineering applications.
publisherAmerican Society of Civil Engineers
titleRiver Bifurcation Analysis by Physical and Numerical Modeling
typeJournal Paper
journal volume130
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2004)130:3(237)
treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 003
contenttypeFulltext


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