Stability of rock riprap for protection at the toe of abutments located at the floodplain.
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1991-09-01
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Edition:Final report.
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NTL Classification:NTL-HIGHWAY/ROAD TRANSPORTATION-Bridges and Structures;NTL-HIGHWAY/ROAD TRANSPORTATION-Design;NTL-ENERGY AND ENVIRONMENT-ENERGY AND ENVIRONMENT;
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Abstract:This report presents the results of a research conducted in a hydraulic flume to
determine the stability of rock riprap protecting abutments located on flood
plains. The observed vulnerable zone for rock riprap failure is presented for
two abutment types: vertical wall and spill-through (H:V = 2:1).
Equations and velocity multipliers to assist an engineer in determining the
stable rock riprap size are presented in this report for the two abutment types.
Conditions found to influence the stability of rock riprap are also presented.
The results obtained in this research report have been published in FHWA
Publication HEC No. 18, "Evaluating Scour at Bridges," dated February 1991.
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