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The U.S. Geological Survey, in cooperation with the Montana Department of Transportation (MDT), collected cross-section data on the upstream and downstream sides at selected bridges in Montana during the 2020 calendar year. The purpose of the data collection is to determine if scour and channel instability occur in the vicinity of the bridge structures. Data were processed, analyzed, and compiled for scour monitoring, facilitating better understanding, documentation, and prediction of scour processes.
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This report describes the results of an evaluation of five pier-scour equations for coarse-bed streams. Scour depths calculated by the equations were compared with 18 pier-scour measurements at 3 bridge sites in Montana, 10 measurements at 2 sites in Alaska, 4 measurements at 1 site in Maryland, 1 measurement in Ohio, and 9 measurements at 2 sites in Virginia (fig. 1 and table 1). Scour measurements for each site are summarized in tables 1 and 2. The Simplified Chinese equation, the Froehlich equation, the Froehlich design equation, the HEC- 18/Jones equation, and the HEC-18/Mueller equation were evaluated based on the accuracy of pier-scour estimates and number and magnitude of underestimates resulting from each...
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The U.S. Geological Survey, in cooperation with the Montana Department of Transportation (MDT), collected cross-section data on the upstream and downstream sides at selected bridges in Montana during the 2020 calendar year. The purpose of the data collection is to determine if scour and channel instability occur in the vicinity of the bridge structures. Data were processed, analyzed, and compiled for scour monitoring, facilitating better understanding, documentation, and prediction of scour processes.
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