World Environmental and Water Resources Congress 2012 2012
DOI: 10.1061/9780784412312.252
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Bridge Scour and Sediment Analysis for River Restoration Projects

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Cited by 4 publications
(6 citation statements)
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“…For this region, characterized by gently sloped streams [8,49], more than 90 percent of the data points fell below the 300 W/m 2 stream power threshold line despite large discharge ranges. This agrees with MacBroom et al [16], who pointed out the decrement possibility of stream power in areas with higher discharge but with a decreasing slope downstream.…”
Section: Stream Power Screening Tool By Physiographic Provincessupporting
confidence: 93%
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“…For this region, characterized by gently sloped streams [8,49], more than 90 percent of the data points fell below the 300 W/m 2 stream power threshold line despite large discharge ranges. This agrees with MacBroom et al [16], who pointed out the decrement possibility of stream power in areas with higher discharge but with a decreasing slope downstream.…”
Section: Stream Power Screening Tool By Physiographic Provincessupporting
confidence: 93%
“…Zavadil et al [44], using field data collected from rivers in Australia, showed that stable incised streams can exhibit a stream power as high as 60 W/m 2 . A low-gradient river with an unconsolidated fine-grained bed in Illinois, on the other hand, starts to meander at a stream power of 10 to 20 W/m 2 [16]. Similar discrepancies are witnessed in the threshold value that corresponds with the initiation of major geomorphic changes.…”
Section: Stream Power Screening Toolmentioning
confidence: 74%
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“…Built structures can apply additional erosive forces on the bed around the structure. As a result, sedimentation and erosion rates increase locally around these structures, leading to cavities around these barriers (Foti & Sabia 2011;MacBroom 2012). In this regard, the formation of scouring cavities around the piers and supports of the bridge, which takes place due to nonobservance of hydraulic and river engineering issues in the designs, is one of the main causes of the destruction of bridges (Suib et al 2006).…”
Section: Introductionmentioning
confidence: 99%