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Ogee-crested spillway.

Ogee-crested spillway.

Source publication
Conference Paper
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As improved data collection and hydrologic information becomes available, flood flows are often updated. This may require that a spillway be re-evaluated to determine if it can pass the updated flood flow. Advances in computing power and Computational Fluid Dynamics (CFD) algorithms, have created a tool for the evaluation of discharge over spillway...

Context in source publication

Context 1
... approach to the ogee spillway was set approximately 1 foot lower than the crest of the spillway to simulate a layer of silt. Figure 2 shows the configuration of the ogee spillway that was tested in the laboratory. ...

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Citations

Article
Full-text available
Extensive physical modelling of labyrinth spillways, primarily flume studies, has been performed, resulting in the development of several design methods. Two of the more common methods used in the U.S.A., referred to herein as the Lux and Tullis methods, are compared for a given labyrinth geometry. Results of a RANS Computational Fluid Dynamics (CFD) model, using commercially available software (Flow-3D), for the same configuration is shown to give results comparable to those obtained using these design methods. Non-standard approach conditions and geometries are modelled using physical and numerical methods and the applicability of the Lux and Tullis methods for these conditions is evaluated. In particular, this paper considers the effects of aspect ratios (W/P) less than the minimum values recommended for the Lux and Tullis design methods. The results indicate that while the design methods are not appropriate for aspect ratios less than 2; hydraulic performance does increase for lower W/P values. Further testing to define labyrinth hydraulic behaviour for these lower W/P values is recommended.