Hydraulics of Stepped Chutes and Spillways

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Hydraulics of stepped chutes: The transition flow L’hydraulique des chutes en marches d’escalier: L’écoulement de transition

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Flow Resistance and Design Guidelines for Embankment Stepped Chutes

Recently the design flows of many dams have been re-evaluated, resulting in spills often larger than the original ones. In many cases, occurrence of revised flows would result in dam overtopping because of insufficient storage and spillway capacity of reservoirs. Embankment dams whilst common are more likely to fail than other dam types when overtopped in an uncontrolled manner because of breac...

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ژورنال

عنوان ژورنال: Applied Mechanics Reviews

سال: 2003

ISSN: 0003-6900,2379-0407

DOI: 10.1115/1.1523365