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Flood protection study of Janová urban neighbourhood situated on the left side of Vsetínská Bečva river

By Petr Böhm

Abstract

Diploma´s thesis solve flood protection study of Janova (region Vsetín). Model of flow was created based on geometry of the watercourse and hydrological data of Vsetinska Becva on the municipality. Model of flow was created using HEC-RAS 4.1. Calculation results of centenarian maximum peak discharge were base for design measures, which were the necessary for improvement flood protection of area

Topics: flood banks; ustálené nerovnoměrné proudění; steady nonuniform flow; HEC-RAS 4.1; proudění pod mostní konstrukcí; Protipovodňová ochrana; ochranné hráze; obec Janová; Janová village; flow under bridge; ustálené rovnoměrné proudění; stoletý kulminační průtok; jednorozměrný model proudění; steady uniform flow; one-dimensional model of flow; maximum peak discharge; Flood protection
Publisher: Vysoké učení technické v Brně. Fakulta stavební
Year: 2012
OAI identifier: oai:invenio.nusl.cz:225714
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