Cone Screen Riverine Baffle Design
Can a baffle be designed for cone screens (designed for shallow depths), installed in a shallow riverine environment, that can reduce screen approach velocities on the upstream face and provide a uniform distribution of screen approach velocities around the circumference of the screen to meet resource agency fish screening criteria?
Need and Benefit
Fish screens are required on water diversion intakes in many locations to prevent entrainment of fish and other aquatic species (especially those that are listed as threatened or endangered). Resource agencies have adopted standards that require that screens meet a maximum approach velocity criteria ranging from 0.2 foot per second (ft/s) to 0.40 ft/s depending on the fish species residing in a given area (i.e., velocity measured perpendicular to the screen surface). This requires screen manufacturers to produce screen designs that provide uniform approach velocities in order to meet screen criteria guidelines while minimizing screen surface area or size required at a diversion. Cone screens have been designed to perform well for shallow water applications in areas where flow currents are minimal and cylindrical screens are not practical. However there is interest in using this type of screen in shallow river environments where river velocities are several feet per second. In order to accomplish this objective an effective baffle must be designed for the cone screens that will reduce the magnitude of approach velocities impinging on the upstream face of a screen and distribute them more uniformly over the total screen surface area.
At the end of this study a hydraulic's lab PAP-series report will be provided describing the study and investigations; and the final results and recommendations.
This information was last updated on March 11, 2014
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