0000000000117380

AUTHOR

Vincenzo D'agostino

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Scour on Alluvial Bed Downstream of Grade-Control Structures

2004

This paper describes an approach for predicting local scour downstream of grade control structures. The developed analysis applies the incomplete self-similarity (ISS) theory for deducing some physically based dimensionless groups controlling the geometrical pattern of the scour profile. The scour measurements available in the literature in conjunction with numerous unpublished data allow a multiregressive calibration of the ISS relationships. The experimental sample includes different bed grain-size distributions and scales of the erosive phenomenon. The results prove that the ratio between the upstream water head and the weir height is able to explain the measurements of scour depth carri…

Jet (fluid)BedformMechanical Engineeringdimensional analysischeck dam; dimensional analysis; maximum scour depthmaximum scour depthHydraulic headcheck damWeirErosionGeotechnical engineeringAlluviumGeologyWater Science and TechnologyCivil and Structural EngineeringCheck damJournal of Hydraulic Engineering
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