HEC 25 - Tidal Hydrology, Hydraulics, and Scour at Bridges
Chapter 8 Literature Cited
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Ayres Associates, 1994. "Development of Hydraulic Computer Models to Analyze Tidal and Coastal Stream Hydraulic Conditions at Highway Structures," Final Report, Phase I HPR552, South Carolina Department of Transportation, Columbia, SC.
Ayres Associates, 1997. Development of Hydraulic Computer Models to Analyze Tidal and Coastal Hydraulic Conditions at Highway Structures, Phase II Report, prepared for the South Carolina Department of Transportation.
Ayres Associates, 2002a. Development of Hydraulic Computer Models to Analyze Tidal and Coastal Hydraulic Conditions at Highway Structures, Phase III Report, prepared for the South Carolina Department of Transportation.
Ayres Associates, 2002b. Tidal Hydraulic Modeling for Bridges, Phase II Manual, prepared for the South Carolina Department of Transportation.
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Chang et al., 1994. "Tidal Flow Through a Contracted Bridge Opening," Maryland State Highway Administration.
Cialone, M.A., Butler, H.L., and Amein, M., 1993. DYNLET1 Application to Federal Highway Administration Projects, Miscellaneous Paper CERC-93-6, U.S. Army Engineer Waterways Experiment Station.
Citrus County, Florida, 2000. "Citrus County Local Mitigation Strategy," Final Report, March.
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Lagasse, P.F., L.W. Zevenbergen, J.D. Schall, and P.E. Clopper, 2001. "Bridge Scour and Stream Instability Countermeasures - Experience, Selection, and Design Guidelines, Hydraulic Engineering Circular No. 23, Second Edition, FHWA NHI 01-003, Federal Highway Administration, Washington, D.C.
Landsea, C.W., 2000. FAQ: Hurricanes, typhoons and tropical cyclones, NOAA / AOML, Miami, FL.
Molinas, A., 1990. "Bridge Stream Tube Model for Alluvial River Simulation," BRI-STARS, User's Manual, NCHRP, Project No. HR15-11, TRB, National Academy of Sciences, Washington, D.C.
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