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Flow Intensity Parameter in Pier Scour Experiments
Publisher: American Society of Civil Engineers
Abstract: Technical note discusses a detailed approach to dimensional analysis for the bridge pier scour phenomenon and the introduction of flow intensity. It demonstrates the dependence of critical upstream velocity on the rest of ...
Protecting Vertical-Wall Abutments with Riprap Mattresses
Publisher: American Society of Civil Engineers
Abstract: This study addresses the design of riprap mattresses as a scour countermeasure near vertical-wall bridge abutments under clear water flow conditions. It specifically deals with the diameter of riprap,
Closure to “Flow Intensity Parameter in Pier Scour Experiments” by Gonzalo Simarro, Luis Teixeira, and António H. Cardoso
Publisher: American Society of Civil Engineers
Closure to “Protecting Vertical-Wall Abutments with Riprap Mattresses” by A. H. Cardoso and C. M. S. Fael
Publisher: American Society of Civil Engineers
Subtraction Approach to Experimentally Assess the Contribution of the Complex Pier Components to the Local Scour Depth
Publisher: American Society of Civil Engineers
Countermeasures against Local Scouring at Bridge Piers: Slot and Combined System of Slot and Bed Sill
Publisher: American Society of Civil Engineers
Abstract: Results are presented and discussed from two laboratory experimental campaigns specifically designed to investigate the behavior of a slot as countermeasure against local scouring at a smooth circular bridge pier, close ...
Effects of Pile Cap Thickness on the Maximum Scour Depth at a Complex Pier
Publisher: American Society of Civil Engineers
Abstract: An experimental campaign of 21 long-duration tests on scouring at complex piers of different configurations was performed to investigate the effect of pile cap thickness on the temporal evolution of the maximum scour depth ...
Control of Scour at Bridge Piers by a Downstream Bed Sill
Publisher: American Society of Civil Engineers
Abstract: Results are presented from laboratory experiments to investigate the effectiveness of bed sills as countermeasures against local scouring at a smooth circular bridge pier, for flow conditions near the threshold of uniform ...
Estimating Equilibrium Scour Depth at Cylindrical Piers in Experimental Studies
Publisher: American Society of Civil Engineers
Abstract: Using data from six very long experiments on local scour at single cylindrical piers, some of the existing equilibrium criteria found in the literature are assessed. It is found that common criteria, which consider scour ...
Discussion of “Coupled and Decoupled Numerical Modeling of Flow and Morphological Evolution in Alluvial Rivers” by Zhixian Cao, Rodney Day, and Shinji Egashira
Publisher: American Society of Civil Engineers
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