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A Study of Large-Scale Horizontal Turbulence in Alluvial Streams, with a View Towards Its Morphological Consequences Read chapter Read first chapter

2018 | OriginalPaper | Chapter

Numerical Modeling of Water and Ice Dynamics for Analysis of Flow Around the Kiezmark Bridge Piers

Authors : Michał Szydłowski, Tomasz Kolerski

Published in: Free Surface Flows and Transport Processes

Publisher: Springer International Publishing

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Abstract

This paper presents the results of a numerical model study on the effect of ice on the proposed bridge piers in the Vistula River outlet and its effect on flow conditions in the river. The model DynaRICE is used in this study, which is a two-dimensional hydro-ice dynamic numerical model developed for dynamic ice transport and jamming in rivers. To simulate river hydrodynamics in the vicinity of the bridge piers, two-dimensional numerical model basing on finite volume technique was also used. Simulation results indicated notable effect of new structure on water and ice flow pattern. Ice forces on structures were also determined, but the load was not considerably high.

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previous chapter The Impact of Deflectors on Sediment Transport Processes on the Basis of Modelling and Simulations
next chapter Flow Dependence of the Parameters of the Transient Storage Model
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Metadata
Title
Numerical Modeling of Water and Ice Dynamics for Analysis of Flow Around the Kiezmark Bridge Piers
Authors
Michał Szydłowski
Tomasz Kolerski
Copyright Year
2018
Book
Free Surface Flows and Transport Processes

Print ISBN: 978-3-319-70913-0

Electronic ISBN: 978-3-319-70914-7

Copyright Year: 2018

DOI
https://doi.org/10.1007/978-3-319-70914-7_32