Culvert roughness elements for native Utah fish passage : phase II.

Final.PDFTech ReportUT-12.09UT09.903aFishesSalmonCulvertsProperties of fluidsHydraulic propertiesHydraulicsFluid mechanicsUtahUtah. Dept. of Transportation. Research DivisionMonk, Suzanne K.Hotchkiss, Rollin H.Brigham Young University. Dept. of Civil and Environmental EngineeringUtah. Dept. of TransportationNTL-HIGHWAY/ROAD TRANSPORTATION-Bridges and StructuresUS Transportation CollectionNative fishes have become an increasingly important concern when designing fish passable culverts. Many operational culverts constrict waterways which increase velocities and prevent upstream passage of small fish species. The current method to ensure fish passage is to match the average cross sectional velocity to the sustained swim speed of the fish. This study takes investigates the passage rates of leatherside chub (Lepidomeda aliciae) and speckled dace (Rhinichthys osculus) at three sites (an arch culvert with substrate bottom, box culvert with bare bottom, and a stream section with no culvert) located on Salina Creek near Salina, UT. It was found that fish were able to pass through all of the sites. However, fish were able to take advantage of the habitat within the culvert that had a substrate bottom more effectively than within the culvert that had no substrate within the barrel. This was reflected in population density estimates at each of the three test sites for each species. It was also found that the substrate at the arch culvert and stream sites scaled with the fish measured in this study. The D50 and D84 were 44 and 205 mm at the arch culvert site and 26 and 126 mm at the stream site. The average fish length was 76 mm for the chub and 64 mm for the dace. It is believed that placing substrate that scales with fish length within the culvert will provide enough velocity heterogeneity to allow the fish to successfully pass