HYDRAULICS OF OVERFLOWED BRIDGE
Abstract cze: Abstrakt: The paper deals with an open channel flow around model of a bridge when the water depth is higher than height of the bridge opening. Both the pressured flow through bridge opening and free surface flow over the model were studied. For both cases discharge coefficients were determined and for overflowed model also the velocity profiles were measured to evaluate the ratio of discharges going below and over the bridge model.
Abstract eng: Abstract: The paper deals with an open channel flow around model of a bridge when the water depth is higher than height of the bridge opening. Both the pressured flow through bridge opening and free surface flow over the model were studied. For both cases discharge coefficients were determined and for overflowed model also the velocity profiles were measured to evaluate the ratio of discharges going below and over the bridge model.
Contributors:
Publisher:
Institute of Mechanics and Solids, FME, TU Brno
Conference Title:
Conference Title:
Engineering Mechanics 2002
Conference Venue:
Svratka (CZ)
Conference Dates:
2002-05-13 / 2002-05-16
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-10-23, last modified 2014-11-18
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