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It is recognized that river hydraulics and morphology play important roles in mussel distribution. To assess the hydraulic influences of bridge replacement on mussel habitat, metrics such as depth, velocity, and their derivatives (shear stress, Froude number) were collected or computed.\nThe objectives of the project were to evaluate mussel and hydraulic data at a reference site and to compare those findings to a bridge-replacement site. The findings were used to support a statistical analysis, which establishes correlations between mussel count and hydraulics, and a numerical model to forecast habitat based on the statistics.\nArcGIS was selected to manage the data and generate a grid to compute area statistics for 3319, 4.9-m\u00a0\u00d7\u00a04.9-m cells (cell) for total mussel count, depth, velocity, shear stress, and Froude number. The Wilcoxon Rank Sum test indicated no statistical significance between the total mussel count and the hydraulic variables; however, trellis graphs were used to account for the spatial variability in the data set. For the flow conditions measured, the total mussel count per cell is greatest at sections where (1) velocities range from 0.061 to 0.21\u00a0m/s, (2) shear stresses range from 0.48 to 3.8\u00a0dyne/cm2, and (3) Froude numbers range from 0.006 to 0.04.\nBased on the statistical targets established, the hydraulic model results suggest that an additional 2428\u00a0m2\u00a0or a 30-percent increase in suitable mussel habitat could be generated at the replacement-bridge site when compared to the baseline condition associated with the existing bridge at that same location. The study did not address the influences of substrate, acid mine drainage, sediment loads from tributaries, and surface-water/ground-water exchange on mussel habitat. Future studies could include methods for quantifying (1) channel\u2013substrate composition and distribution using tools such as hydroacoustic echosounders specifically designed and calibrated to identify bed composition and mussel populations, (2) surface-water and ground-water interactions, and (3) a high-streamflow event.", "description": "15 p.", "publisher": { "@type": "Organization", "name": "Elsevier" }, "author": [ { "@type": "Person", "name": "Wagner, Chad R. cwagner@usgs.gov", "givenName": "Chad R.", "familyName": "Wagner", "email": "cwagner@usgs.gov", "identifier": { "@type": "PropertyValue", "propertyID": "ORCID", "value": "0000-0002-9602-7413", "url": "https://orcid.org/0000-0002-9602-7413" }, "affiliation": [ { "@type": "Organization", "name": "North Carolina Water Science Center", "url": "https://www.usgs.gov/centers/sawsc" }, { "@type": "Organization", "name": "WMA - Office of Planning and Programming", "url": "https://www.usgs.gov/mission-areas/water-resources" } ] }, 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