Scour Around A Barb In A Gravel-Bed Stream

Thanos Papanicolaou

Abstract


Barbs provide streambank erosion protection and are designed to operate as unsubmerged or partially submerged structures during low to moderate flow conditions and fully-submerged during high flow conditions. In this study laboratory experiments were performed for the fully submerged conditions with the primary goal to provide a better understanding of the effects of flow on scour evolution process around barbs, a process that has not been extensively investigated especially in gravel-bed streams. These findings are expected to help the design engineer to better identify the scour-hole location and depth for fully submerged conditions and lead to an improved design for barb structures in gravel-bed streams. 


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References


J. F. Fox, A. N. Papanicolaou, B. Hobbs, C. Kramer, L. Kjos, Fluid-sediment dynamics around a barb: an experi- mental case study of a hydraulic structure for the Pacific Northwest, Can. J. Civ. Eng., 32, (2005) 853867

WSDOT. 2010, Hydraulics Manual, Washington State Department of Transportation, WA. Available from: http://www.wsdot.wa.gov/publications/manuals/fulltext/M23-03/HydraulicsManual.pdf

L.J.Kjos(2003),Localscouraroundbarbs,M.Sc.Thesis,WashingtonStateUniversity,Pullman,Wash.


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