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HEC 25 - Tidal Hydrology, Hydraulics, and Scour at Bridges

Chapter 8 Literature Cited

  • AASHTO, 2004 (update in progress). Highway Drainage Guidelines, prepared by the Task Force on Hydrology and Hydraulics, AASHTO Highway Subcommittee on Design.

  • AASHTO, 2004 (update in progress). "Model Drainage Manual," prepared by the Task Force on Hydrology and Hydraulics, AASHTO Highway Subcommittee on Design.

  • 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.

  • Bohman, L.R., 1989. Determination of Flood Hydrographs for Streams in South Carolina: Volume 1, Simulation of Flood Hydrographs for Rural Watersheds in South Carolina, prepared in cooperation with the U.S. Department of Transportation, Federal Highway Administration.

  • Bruun, P., 1966, "Tidal Inlets and Littoral Drift," Stability of Coastal Inlets Vol. 2, INESCO, Washington, D.C.

  • Cardone, V.J., Greenwood, C.V., and Greenwood, J.A., 1992. Unified program for the specification of hurricane boundary layer winds over surfaces of specified roughness, U.S. Army Corps of Engineers, Coastal Engineering Research Center, CERC-92-1, Vicksburg, MS.

  • 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.

  • Froehlich, D.C., 1996. "Finite Element Surface-Water Modeling System: Two-Dimensional Flow in a Horizontal Plane," FESWMS-2DH, Version 2, User's Manual, U.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, McLean, VA.

  • Gosselin, M.S. and Sheppard, D.M., 1998, "A Review of the Time of Local Scour Research," in Stream Stability and Scour at Highway Bridge - Compendium, E.V. Richardson and P.F. Lagasse, eds., ASCE, 1040 pp.

  • Guimaraes, W.B. and Bohman, L.R., 1992. Techniques for Estimating Magnitude and Frequency of Floods in South Carolina, 1988, U.S. Geological Survey, Water Resources Investigations Report 91-4157, prepared in cooperation with the South Carolina Department of Highways and Public Transportation.

  • Harris, D.L., 1958. Meteorological aspects of Storm Surge Generation, Journal of the Hydraulics Division, ASCE, No. HY7.

  • Herbich, J.B., 1990. "Handbook of Coastal and Ocean Engineering," Vol. 1, Wave Phenomena and Coastal Structures, Gulf Publishing Company, Houston, TX.

  • Hershfield, D.M., 1961. Rainfall frequency atlas of the United States for durations from 30 minutes to 24 hours and return periods from 1 to 100 years, Weather Bureau Technical Paper No. 40, U.S. Weather Bureau, Washington, D.C., 115 pp.

  • Hudson, R.Y., Herrmann, Jr., F.A., Sager, R.A., Whalin, R.W., Keulegan, G.H., Chatham, Jr., C.E., and Hales, L.Z., 1979. "Coastal Hydraulic Models," Special Report No. 5, U.S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, VA 22060.

  • Hughes, S.A., 1993. "Physical Models and Laboratory Techniques in Coastal Engineering," Advanced Series on Ocean Engineering - Vol. 7, World Scientific, Singapore, New Jersey, London, Hong Kong.

  • Komar, Paul D., 1998. Beach Processes and Sedimentation, Prentice-Hall, NY.

  • Lagasse, P.F., J.D. Schall, and E.V. Richardson, 2001. "Stream Stability at Highway Structures," Hydraulic Engineering Circular No. 20, Third Edition, FHWA NHI 01-002, Federal Highway Administration, Washington, D.C.

  • 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.

  • National Oceanic and Atmospheric Administration, 1975. "Storm Tide Frequency Analysis of the South Carolina Coast," NOAA Technical Report NWS-16, Office of Hydrology, Silver Spring, MD.

  • NOAA, 1998. Our Restless Tides, U.S. Government Printing Office, Washington, D.C.

  • National Weather Service, 1987. "Hurricane Climatology for the Atlantic and Gulf Coasts of the United States." NOAA Technical Report NWS 38.

  • Neill, C.R., 1973. "Guide to Bridge Hydraulics," (Editor) Roads and Transportation Association of Canada, University of Toronto Press, Toronto, Canada.

  • Racin, J.A., Hoover, T.P., and Crosset-Avila, C., 2000. "California Bank and Shore Rock Slope Protection Design - Practioner's Guide and Field Evaluations of Riprap Methods," FHWA-CA-TL-95-10, Caltrans Study No. F90TL03, 3rd edition - Internet.

  • Reid, R.O. and Bodine, B.R., 1968. Numerical Model for Storm Surges, Galveston Bay, Journal of the Waterways and Harbors Division, ASCE, Vol. 94, No. WW1.

  • Richardson, E.V. and Davis, S.R., 2001. "Evaluating Scour at Bridges," Fourth Edition, Hydraulic Engineering Circular No. 18, U.S. Department of Transportation, Federal Highway Administration, Report FHWA NHI 01-001.

  • Titus, James and Vijay Narayanan, 1995. The Probability of Sea Level Rise, U.S. Environmental Protection Agency, 186 pp., EPA 230-R95-008.

  • van de Kreeke, J., 1967. "Water-Level Fluctuations and Flow in Tidal Inlets," American Society of Civil Engineers, Vol. 93, No. WW.4, New York, NY.

  • U.S. Army Coastal Engineering Research Center, 1984. Shore Protection Manual.

  • U.S. Army Coastal Engineering Research Center, 2002. Coastal Engineering Manual, EM 1110-2-1100.

  • U.S. Army Corps of Engineers, 1986. "Engineering and Design Storm Surge Analysis," EM1110-2-1412

  • U.S. Army Corps of Engineers, Hydrologic Engineering Center, 1990. "HEC-2 Water Surface Profiles," User's Manual, Hydrologic Engineering Center, U.S. Army Corps of Engineers, CPD-2A, Davis, CA.

  • U.S. Army Corps of Engineers, 1992. "Coastal Littoral Transport," EM1110-2-1502, Waterways Experiment Station, Vicksburg, MS.

  • U.S. Army Corps of Engineers, 1992. "Automated Coastal Engineering System," ACES, Technical Reference by Leenknecht, D.A., Szuwalski, A. and Sherlock, A.R., Coastal Engineering Research Center, Waterways Experiment Station, CPD-66, Vicksburg, MS.

  • U.S. Army Corps of Engineers, 1995. "Design of Coastal Revetments, Seawalls and Bulkheads," EM1110-2-1614, Coastal Engineering Research Center, Waterways Experiment Station, Vicksburg, MS.

  • U.S. Army Corps of Engineers, Hydrologic Engineering Center, 1997. "UNET--One-dimensional Unsteady Flow Through a Full Network of Open Channels," User's Manual, Hydrologic Engineering Center, U.S. Army Corps of Engineers, CPD-66 Version 3.2, Davis, CA.

  • U.S. Army Corps of Engineers, 1997. "Users Guide to RMA2 WES Version 4.3," U.S. Army Corps of Engineers - Waterways Experiment Station, Barbara Donnell, ed., Vicksburg, MS.

  • U.S. Army Corps of Engineers, 2001. "River Analysis System," HEC-RAS, User's Manual Version 3.0, Hydrologic Engineering Center, Davis, CA.

  • U.S. Army Corps of Engineers, 2002. Coastal Engineering Manual, Manual No. EM 1110-2-1100, April.

  • U.S. Geological Survey, 1998. "Coastal Erosion Along the U.S. West Coast During the 1997-98 El Niño: Expectations and Observations."

  • U.S. Geological Survey, 2003. "An Overview of Coastal Land Loss: With Emphasis on the Southeastern United States," USGS Open File Report 03-337.

  • Water Resources Council, 1982. "Guideline for Determining Flood Flow Frequencies," Bulletin 17B.

  • Westerink, J.J., Blain, C.A., Luettich, R., and Scheffner, N.W., 1994. ADCIRC: An advanced three-dimensional circulation model for shelves, coasts, and estuaries. Report 2: Users Manual for ADCIRC-2DDI, Tech. Rep DRP-92-6, U.S. Army Corps of Engineers, Coastal Engineering Research Center, Vicksburg, MS.

  • Yang, C.T., 1996, "Sediment Transport Theory and Practice," McGraw-Hill Publishers, 396 pp.

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