ABSTRACT Glacial Lake Fraser, which formed in British Columbia against the retreating Cordilleran Ice Sheet, stored ~520 km3 of water before its near‐total drainage into the Salish Sea during an outburst flood event. Despite the impact of the outburst flood on sediment transport and landscape evolution in the Fraser River valley, its peak discharge and
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Impact of low-crude protein and insoluble fiber diets on post-weaning diarrhea, growth performance, intestinal morphology, and gene expression for nursery pigs with natural rotavirus and subject to enterotoxigenic <i>Escherichia coli</i> F18+ experimental infection. [PDF]
Hagen C, Sahin O, Thomas J, Greiner L.
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Shrinking the Aeration Footprint: Innovative Approaches to Nitrogen Removal in MBR Systems. [PDF]
Klein A +5 more
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Investigating the failure mechanisms of cascade landslide dams under overtopping conditions: an experimental approach. [PDF]
Fu C, Zhao T, Li H, Huo D.
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Compound Impacts of Fluvial Flooding and Sea-Level Rise on Benzo[<i>a</i>]pyrene Transport in the Lower Darby Creek Area Superfund Site, Pennsylvania, USA. [PDF]
Woznicki SA +8 more
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Two pilot case studies for indirect bridge scour monitoring using low-cost remote sensing for river flow characterisations. [PDF]
Perugini E, Tubaldi E.
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Condition Monitoring of Railway Bridges Using Vehicle Pitch to Detect Scour. [PDF]
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Scour Depth at Bridges: Method Including Soil Properties. I: Maximum Scour Depth Prediction
Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2015Scour of the soil by flowing water around bridge supports is the number one reason for bridge collapse. Predicting the depth of the scour hole is an integral part of the bridge foundation design, as it impacts the depth of the piles. Indeed, the scour depth must be ignored in the vertical and horizontal resistance of the piles.
Jean‐Louis Briaud, Briaud Jean-Louis
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Hydrographs and Estimates of Scour Depth Excess for Pier Scour Prediction
Transportation Research Record: Journal of the Transportation Research Board, 2011A practical procedure for using the Scour Rate in Cohesive Soils (SRICOS) method to predict bridge pier scour depth in ungauged streams is presented. The procedure is illustrated by the Interstate 90 westbound bridge over Split Rock Creek in South Dakota.
Francis C. K. Ting +2 more
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Multi-lens pier scour monitoring and scour depth prediction
Proceedings of the Institution of Civil Engineers - Water Management, 2014Severe pier scour is usually the major cause of bridge failures. It is therefore crucial to develop various scour monitoring techniques and prediction models for real-time warning of bridge safety. In the present study, a multi-lens monitoring system for pier scour under laboratory conditions has been developed.
Wen-Yi Chang +5 more
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