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• Water waves

• Circulation patterns in Lake Superior / (Madison : University of Wisconsin, Water Resources Center, Hydraulic and Sanitary Laboratory, 1973), by John A. Hoopes and University of Wisconsin. Water Resources Center. Hydraulic and Sanitary Laboratory (page images at HathiTrust; US access only)
• Analysis of seiche conditions in Santa Cruz Harbor, California. ([San Francisco, Calif.? : U.S. Army Corps of Engineers?, 1968]), by United States Army Corps of Engineers (page images at HathiTrust)
• Seeschwankungen (Seiches) beobachtet am Chiemsee / (Traunstein : Druck von A. Miller & Sohn, 1903), by Anton Endrös (page images at HathiTrust; US access only)
• Lake Ontario atlas : surface waves / (Albany : New York Sea Grant Institute, 1976, cover 1977), by Glenn E. Myer (page images at HathiTrust; US access only)
• Numerical simulation of free oscillations of enclosed basins on a rotating earth, ([Honolulu, Hawaii Institute of Geophysics, University of Hawaii], 1972), by Niels Christensen and National Science Foundation (U.S.) (page images at HathiTrust; US access only)
• Hydraulics of Great Lakes inlets /, by William N. Seelig, Robert M. Sorensen, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Wind velocity and fluctuations of water level on Lake Erie / (Washington : G.P.O., 1902), by Alfred Judson Henry (page images at HathiTrust)
• Tsunamis, seiches, and landslide-induced water waves / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1979), by James R. Houston, Geotechnical Laboratory (U.S.), United States Army Corps of Engineers, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)

Items below (if any) are from related and broader terms.

• The effect of boat waves on the sedimentary processes of a New England tidal flat / (Durham, NH : Dept. of Earth Sciences, University of New Hampshire, and Jackson Estuarine Laboratory, [1974]), by Franz E Anderson, Jackson Estuarine Laboratory, and University of New Hampshire. Dept. of Earth Sciences (page images at HathiTrust; US access only)
• Irregular wave runup on smooth slopes / (Fort Belvoir, Va. : U.S. Army, Coastal Engineering Research Center ; Springfield, Va. : National Technical Information Services, Operations Division [distributor, 1981]), by John Ahrens and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Field Wave Gaging Program wave data analysis standard / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1995]), by Marshal D. Earle, Michael W. Tubman, David D. Mcgehee, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Annotated bibliography on coastal and ocean data assimilation / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1996]), by Jon M. Hubertz, Harry V. Wang, Edward F. Thompson, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Deficiencies in research on gravity surface waves / (Berkeley, Calif. : Council on Wave Research, Engineering Foundation, 1961), by J. W. Johnson (page images at HathiTrust)
• Application of short-crested wave theory in the design of three dimensional coastal hydrodynamic models : final report / (West Lafayette : Great Lakes Coastal Research Laboratory, Dept. of Geosciences, Purdue University, [1980]), by William Leo Wood, United States. Office of Naval Research, Purdue University. Dept. of Geosciences, and Great Lakes Coastal Research Laboratory (page images at HathiTrust)
• Geomorphology framework report, Monterey Bay : Coast of California storm and tidal waves study / (Los Angeles, Calif. : U.S. Army Corps of Engineers, Los Angeles District, Planning Division, Coastal Resources Branch, [Springfield, Va. : Available from National Technical Information Service, 1985]), by Geological Survey (U.S.) and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• A study of sediment sorting by waves shoaling on a plane beach / ([Cambridge, Mass.] : Hydrodynamics Laboratory, Dept. of Civil and Sanitary Engineering, Massachusetts Institute of Technology, [1955]), by Arthur T Ippen, Peter S Eagleson, Massachusetts Institute of Technology. Hydrodynamics Laboratory, and United States. Beach Erosion Board (page images at HathiTrust)
• Water waves produced by explosions / (New York : New York University, Institute of Mathematical Sciences, 1955), by Herbert C Kranzer and Joseph Bishop Keller (page images at HathiTrust)
• Southern California coastal processes data summary : coast of California storm and tidal waves study / (Los Angeles, Calif. : U.S. Army Corps of Engineers, Los Angeles District, Planning Division, Coastal Resources Branch, [Springfield, Va. : Available from National Technical Information Service, 1986]), by Douglas L. Inman and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Some non-linear properties of long crested periodic waves with lengths near 2.44 centimeters / ([New York] : Research Division, College of Engineering, New York University, [1960]), by Willard J Pierson, Paul C Fife, and New York University. Dept. of Meteorology and Oceanography (page images at HathiTrust)
• On the breaking of water waves of finite amplitude on a sloping beach / ([Washington, D.C.] : Office of Naval Research, [1957]), by Harvey P. Greenspan, Harvard University. Division of Engineering and Applied Physics, and United States. Office of Naval Research (page images at HathiTrust)
• A survey of possible methods for protecting ships from underwater explosions / (Washington, D.C. : Office of Naval Research, 1957), by Otto Hill (page images at HathiTrust)
• Wave generation by point sources / (Dobbs Ferry, N.Y. : Columbia University Hudson Laboratories, [1954]), by William Aaron Nierenberg (page images at HathiTrust)
• Verification of Pacific Ocean deepwater hindcast wave information / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1992]), by Jon M Hubertz, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Wave making by an underwater explosion / (White Oak, Silver Spring, MD : Naval Surface Weapons Center, White Oak Laboratory, 1976), by Gregory Kemenyi Hartmann and Naval Surface Weapons Center. White Oak Laboratory (page images at HathiTrust)
• Coastal cliff sediments, San Diego region : Dana Point to the Mexican border : Coast of California storm and tidal waves study, interim data report / (Los Angeles, Calif. : U.S. Army Corps of Engineers, Los Angeles District, Planning Division, Coastal Resources Branch, [Springfield, Va.] : [Available from National Technical Information Service], [1987]), by Douglas L. Inman and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• A wave climatology for U.S. coastal waters / ([Washington] : U.S. Coastal Engineering Research Center, 1972), by Edward F. Thompson and D. Lee Harris (page images at HathiTrust)
• Laboratory study of effect of varying wave periods on beach profiles / ([Washington] : U.S. Beach Erosion Board, [1954]), by George M Watts (page images at HathiTrust)
• Wave measurement systems applicable to Great Lake vessels and spectra / (Washington, D.C. : U.S. Department of Transportation, United States Coast Guard, Office of Research and Development ; [Springfield, Va. : Available through the National Technical Information Service , 1978]), by Donald L. Hammond, Naval Research Laboratory (U.S.), and United States. Coast Guard. Office of Research and Development (page images at HathiTrust)
• Geotechnical data inventory : southern California coastal zone : Cape San Martin (Monterey County) to Mexican border : coast of California storm and tidal waves study. (Los Angeles, Calif. : U.S. Army Corps of Engineers, Los Angeles District, Planning Division, Coastal Resources Branch ; [Springfield, Va. : Available from National Technical Information Service, 1985]), by United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Water wave propagation over uneven bottoms / (Gainesville, Fla. : Coastal and Oceanographic Engineering Laboratory, University of Florida, 1985), by James T. Coastal and Oceanographic Engineering Dept. Kirby and Arlington United States. Office of Naval Research (page images at HathiTrust)
• Surging in the Shark River boat basin / ([Fort Belvoir, Va.] : U.S. Army Coastal Engineering Research Center, [1980]), by J. Richard Weggel and Robert M. Sorensen (page images at HathiTrust)
• Laboratory effects in beach studies : volume VIII, analysis of results from 10 movable-bed experiments / (Fort Belvoir, Va. : Coastal Engineering Research Center ; Springfield, Va. : available from National Technical Information Service, 1978), by Charles B. Chesnutt and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Spectral growth and nonlinear characteristics of wind waves in Lake Ontario / (Boulder, Colo. : Environmental Research Laboratories, 1979), by Paul Chi Liu, Great Lakes Experimental Research Laboratory, and Environmental Research Laboratories (U.S.) (page images at HathiTrust)
• Hindcast wave information for the Great Lakes : Lake Erie /, by David B. Driver, Jon M. Hubertz, Robin D. Reinhard, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Hindcast wave information for the Great Lakes : Lake Superior / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1992]), by David B. Driver, Jon M. Hubertz, Robin D. Reinhard, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Hindcast wave information for the Great Lakes : Lake Michigan / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1991]), by Jon M. Hubertz, Robin D. Reinhard, David B. Driver, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Hindcast wave information for the Great Lakes : Lake Ontario / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1991]), by Robin D. Reinhard, Jon M. Hubertz, David B. Driver, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Hindcast wave information for the Great Lakes : Lake Huron / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1991]), by Robin D. Reinhard, Jon M. Hubertz, David B. Driver, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Hindcasting swell from the southern ocean along the U.S. Pacific Coast / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1995]), by Jon M. Hubertz, Paul D. Farrar, Jane B. Payne, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• On the detection of "inertial" waves with pycnocline followers / (Miami, FL : University of Miami, Rosenstiel School of Marine and Atmospheric Sciences, 1970), by Claes Rooth, Walter Düing, Rosenstiel School of Marine and Atmospheric Science, and United States. Office of Naval Research (page images at HathiTrust)
• Field Wave Gaging Program wave data user's needs survey / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1995]), by Field Wave Gaging Program (U.S.), Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Inc Neptune Sciences (page images at HathiTrust)
• Unpolarized irradiance reflectances and glitter patterns of random capillary waves on lakes and seas, by Monte Carlo simulation / (Seattle, Wash. : U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, Environmental Research Laboratories, [1985]), by Rudolph W Preisendorfer, Curtis D Mobley, Pacific Marine Environmental Laboratory (U.S.), and Environmental Research Laboratories (U.S.) (page images at HathiTrust)
• Parabolic wave equation for surface water waves / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service, 1986]), by Philip L. F Liu, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Correlation techniques and measurements of wave-height statistics / (Washington, D.C. : National Aeronautics and Space Adm., 1972), by H. Stanford Research Institute. org Guthart, United States National Aeronautics and Space Administration, and Stanford Research Institute (page images at HathiTrust)
• Two-dimensional flow modeling : proceedings of the first National U.S. Army Corps of Engineers-Sponsored Seminar on Two-Dimensional Flow Modeling, 7-9 July 1981 / (Davis, Calif. : The Center, 1982), by Calif.) Seminar on Two-Dimensional Flow Modeling (1st : 1981 : Davis, Arlen D. Hydrologic Engineering Center. org Feldman, D. Michael Gee, Robert C. Hydrologic Engineering Center. org MacArthur, D.C. fnd United States. Army. Office of the Chief of Engineers. Washington, and Calif. org Hydrologic Engineering Center (U.S.) Davis (page images at HathiTrust)
• Deepwater wind wave growth with fetch and duration / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Va. : Available from National Technical Information Service, 1984]), by Charles L. Vincent, Washington United States. Army. Corps of Engineers, and Vicksburg U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Annotated bibliography on combined wave refraction and diffraction / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service, 1986]), by Nicholas C. Kraus, Bruce A. Ebersole, Polly L. Boissevain, Philip L. F. Liu, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• A method for estimating deterministic water waves contaminated with random background noise / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1987]), by Michael E. Andrew, United States. Defense Nuclear Agency, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Nearshore wave transformation study of sites near Port Canaveral Inlet, Florida / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service, 1987]), by Willie Ann Brown, Edward F. Thompson, Rebecca M. Brooks, United States. Army. Corps of Engineers. Jacksonville District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Parametric description for a wave energy spectrum in the surf zone / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1991]), by Jack E. Davis, Charles L. Vincent, Jane M. Smith, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Prediction of overtopping rates for irregular waves on riprap revetments / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1992]), by Donald L. Ward, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Index and bulk parameters for frequency-direction spectra measured at CERC Field Research Facility, September 1988 to August 1989 / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1993]), by Charles E. Long, Wendy L. Smith, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Preliminary estimates of frequency-direction spectra derived from the SAMSON pressure gage array, November 1990 to May 1991 / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1993]), by Charles E. Long, Joan M. Oltman-Shay, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Index and bulk parameters for frequency-direction spectra measured at CERC Field Research Facility, September 1989 to August 1990 / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1994]), by Charles E. Long, Wendy L. Smith, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Index and bulk parameters for frequency-direction spectra measured at CERC Field Research Facility, September 1992 to August 1993 / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1994]), by Charles E. Long, Judy H. Roughton, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Index and bulk parameters for frequency-direction spectra measured at CERC Field Research Facility, September 1991 to August 1992 / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1994]), by Charles E. Long, Janna L. Pemberton, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Southern California hindcast wave information / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1992]), by R. E Jensen, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Maximum periodic wave runup on smooth slopes / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service, 1990]), by Todd L. Walton, John P. Ahrens, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Index and bulk parameters for frequency-direction spectra measured at CERC Field Research Facility, September 1990 to August 1991 / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1994]), by Charles E. Long, Juliana Atmadja, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Design of regional wave monitoring networks : a case study for the southern California Bight / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1994]), by William C. O'Reilly, David D. Mcgehee, California. Department of Boating and Waterways, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Index and bulk parameters for frequency-direction spectra measured at CERC Field Research Facility, September 1993 to May 1994 / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1995]), by Charles E. Long, Judy H. Roughton, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• 1993 annual index of wind wave directional spectra measured at Harvest Platform / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1995]), by Charles E. Long, Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• 1993 annual climatic summary for the Network for Engineering Monitoring of the Ocean / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1995]), by Margaret A. Sabol, David D. Mcgehee, Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Los Angeles Harbor Pier 400 long wave probability analysis data summary / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1996]), by James Rosati, James P. McKinney, Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• 1994 annual index of wind wave directional spectra measured at Harvest Platform / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1996]), by Charles E. Long, Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Index and bulk parameters for frequency-direction spectra measured at CERC Field Research Facility, June 1994 to August 1995 / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1996]), by Charles E. Long, Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Directional-wave measurements with NDBC 3-meter discus buoys / (Stennis Space Center, MS : U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, National Weather Service, National Data Buoy Center, 1990), by Kenneth E. Steele and National Data Buoy Center (U.S. : 1985- ) (page images at HathiTrust)
• NDBC real-time directional wave information user's guide : National Data Buoy Center / (Stennis Space Center, MS : U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, National Weather Service, National Data Buoy Center, 1990), by Marshall Delph Earle, National Data Buoy Center (U.S. : 1985- ), and Computer Sciences Corporation (page images at HathiTrust)
• NDBC data availability summary. (Stennis Space Center, Miss. : U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, National Data Buoy Center, 1993), by National Data Buoy Center (U.S. : 1985- ) (page images at HathiTrust)
• Numerical modeling of explosion waves / (Vicksburg, Miss. : The Station ; Springfield, Va. : available from NTIS, 1983), by James R. Houston, Lucia W. Hydraulics Laboratory Chou, Hydraulics Laboratory (U.S.) org, and Washington United States. Defense Nuclear Agency (page images at HathiTrust)
• Depth-limited significant wave height : a spectral approach / (Fort Belvoir, Va. : U.S. Army Corps of Engineers Coastal Engineering Research Center ; Springfield, Va. : available from NTIS, [1982]), by Charles L. Vincent (page images at HathiTrust)
• Annual data summary for 1993, CERC Field Research Facility / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1995]), by Michael W. Leffler, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Bank protection on Mississippi and Missouri Rivers / ([Vicksburg, Miss. : Mississippi River Commission], 1935), by T H. Jackson (page images at HathiTrust)
• Hindcast wave information for the US Atlantic Coast / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1993]), by Jon M Hubertz, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Hindcast wave information for the U.S. Atlantic Coast : update 1976-1993 with hurricanes / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1995]), by Rebecca M Brooks, Willie Ann Brandon, Wave Information Studies of U.S. Coastlines, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• An introduction to hydrodynamics and water waves /, by Bernard LeMéhauté (page images at HathiTrust)
• A Columbia River entrance wave forecasting program developed at the Ocean Products Center : technical note / (Washington, D.C. : U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, Ocean Products Center, [1989]), by Yongyao Zhao, Tina L. Bertucci, NOAA Ocean Products Center, National Meteorological Center (U.S.), and United States. National Oceanic and Atmospheric Administration (page images at HathiTrust)
• The performance of an offset breakwater configuration in wind generated waves, ([Austin] Center for Research in Water Resources, Hydraulic Engineering Laboratory, Dept. of Civil Engineering, University of Texas at Austin, 1973), by Edward Douglas Sethness and Walter L. Moore (page images at HathiTrust; US access only)
• The outer boundary integral equation method applied to wave scattering in an infinite, locally inhomogeneous medium / (Honolulu : Hawaii Institute of Geophysics, University of Hawaii, 1974), by Richard Paul Shaw (page images at HathiTrust; US access only)
• Evaluation and development of water wave theories for engineering application / (Gainesville, Fla. : Coastal and Oceanographic Engineering Laboratory, University of Florida, 1972), by Robert G. Dean and Coastal Engineering Research Center (U.S.) (page images at HathiTrust; US access only)
• The measurement of water depth by remote sensing techniques / (Ann Arbor, Mich. : Infrared and Optics Laboratory, Willow Run Laboratories, Institute of Science and Technology, University of Michigan, 1970), by Fabian C. Polcyn, Irvin J. Sattinger, Walter Lyons Brown, Willow Run Laboratories, and Spacecraft Oceanography Project (page images at HathiTrust; US access only)
• 1993-1995 climatic summary for the Network for Engineering Monitoring of the Ocean / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1997), by Margaret A. Sabol, Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Wave stability study of riprap-filled cells : hydraulic model investigation / (Vicksburg, Miss. : The Station ; Springfield, Va. : Available from NTIS, 1983), by Dennis G Markle, originator Hydraulics Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Seasonal variations in Great Lakes design wave heights : Lake Erie / (Vicksburg, Miss. : U.S. Waterways Experiment Station, 1977), by Donald T. Resio, Charles L. Vincent, Rebecca M. Brooks, and United States. Army. Corps of Engineers. North Central Division (page images at HathiTrust)
• 1995 annual index of wind wave directional spectra measured at Harvest Platform / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1997), by Charles E. Long, Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Wave and seepage-flow effects on sand streambanks and their protective cover layers : Demonstration hydraulic models / (Vicksburg, Miss. : The Station ; Springfield, Va. : available from NTIS, 1983), by Dennis G. Hydraulic Laboratory Markle (page images at HathiTrust)
• Investigation of in-shore harbor, Site X : report 1 : design for optimum wave conditions : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1966), by H. B. Wilson, Waterways Experiment Station (U.S.), and United States. Naval Facilities Engineering Command (page images at HathiTrust)
• 1996 index of wind wave directional spectra measured at Harvest Platform / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1997), by Charles E. Long, Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Index and bulk parameters for frequency-direction spectra measured at CHL Field Research Facility, September 1995 to August 1996 / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1997]), by Charles E. Long, Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Atlantic coast water-level climate / (Vicksburg, Miss. : The Station ; Springfield, Va. : available from NTIS, 1982), by Bruce A. Ebersole, Hydraulics Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Development of criteria for shore protection against wind- generated waves for lakes and ponds in Illinois : final report / (Urbana : University of Illinois, Water Resources Center, 1975), by Nani G. Bhowmik (page images at HathiTrust; US access only)
• Coastal Data Information Program monthly summary report ([La Jolla, CA : Nearshore Research Group, Institute of Marine Resources at Scripps Institution of Oceanography, University of California, San Diego], 1981-), by Coastal Data Information Program, Coastal Data Information Program. Monthly report, University of California (System). Institute of Marine Resources. Nearshore Study Group, United States Army Corps of Engineers, and California. Dept. of Boating and Waterways (page images at HathiTrust)
• Los Angeles and Long Beach Harbors, physical model study for harbor resonance of the operations, facilities, and infrastructure. ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1995]), by William C. Seabergh, Leonette J. Thomas, Port of Long Beach, WORLDPORT LA., Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Irregular wave-induced velocities in shallow water / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1992]), by Nels John Sultan, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Annual data summary for 1995, CHL Field Research Facility / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1998]), by C. Ray Townsend, Paul R. Hodges, Brian L. Scarborough, Clifford F. Baron, Michael W. Leffler, Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Annual data summary for 1994, CERC Field Research Facility / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1996]), by Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Los Angeles Harbor Pier 400 harbor resonance model study / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1995]), by William C. Seabergh, Leonette J. Thomas, U.S. Army Engineer Waterways Experiment Station, United States. Army. Corps of Engineers. Los Angeles District, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Wave transformation over a generalized beach. ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1991]), by Michael J. Briggs, Debra R. Green, Jane M. Smith, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Surface waves generated by explosions in shallow water : field investigation / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1990]), by Robert R. Bottin, Jimmy E. Fowler, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Defense Nuclear Agency (page images at HathiTrust)
• Waves and cavities generated by explosions in shallow water : laboratory investigation / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1991]), by Robert R. Bottin, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Defense Nuclear Agency (page images at HathiTrust)
• Impulsive waves generated by falling weights in shallow water : laboratory investigation / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1990]), by Robert R. Bottin, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Defense Nuclear Agency (page images at HathiTrust)
• Annual data summary for 1992, CERC Field Research Facility / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1995]), by Michael W. Leffler, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Mississippi Sound wave-hindcast study / (Vicksburg, Miss. : The Station ; Springfield, Va. : available from NTIS, 1983), by Robert E. Hydraulics Laboratory Jensen and Mobile United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Infragravity waves in the nearshore zone / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1998), by Kent K. Hathaway, Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Wave breaking on a current at an idealized inlet, Coastal Inlets Research Program, inlet laboratory investigations / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1998), by Michael Jeffrey Briggs, Gordon S. Harkins, William C. Seabergh, Jane M. Smith, Coastal Inlets Research Program (U.S.), Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Wave breaking on a current at an idealized inlet with an ebb shoal / ([Vicksburg, Miss.] : US Army Corps of Engineers, Engineer Research and Development Center, [2001]), by Jane McKee Smith, William C. Seabergh, Coastal Inlets Research Program (U.S.), Coastal and Hydraulics Laboratory (U.S.), Engineer Research and Development Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Wave and lake level statistics for Lake Erie / ([Washington] : U.S. Beach Erosion Board, 1953), by Thorndike Saville (page images at HathiTrust)
• Wave and lake level statistics for Lake Ontario / ([Washington] : U.S. Beach Erosion Board, 1953), by Thorndike Saville (page images at HathiTrust)
• Modificaton of wave height due to bottom friction, percolation, and refraction / ([Washington] : U.S. Beach Erosion Board, 1954), by Charles L. Bretschneider, Robert O. Reid, and Texas A & M University (page images at HathiTrust)
• Generation of wind waves over a shallow bottom / ([Washington] : U.S. Beach Erosion Board, 1954), by Charles L. Bretschneider and Texas A & M University (page images at HathiTrust)
• Mission Bay Harbor, California, design for wave and surge protection and flood control : hydraulic model investigation / (Los Angeles, Calif. : U.S. Army Engineer District, Los Angeles ; [Springfield, Va.] : [Available from National Technical Information Service], [1983]), by Charles R. Curren and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Transport theory of long surface waves. (Honolulu : Hawaii Institute of Geophysics, University of Hawaii, [1977]), by Rudolph W. Preisendorfer (page images at HathiTrust; US access only)
• Marching long surface waves through two-port basins / (Honolulu : Hawaii Institute of Geophysics, University of Hawaii, 1976), by Rudolph W. Preisendorfer (page images at HathiTrust; US access only)
• Laboratory study of the generation of wind waves in shallow water / ([Washington] : U.S. Beach Erosion Board, 1955), by Osvald J. Sibul (page images at HathiTrust)
• Wave forces on piles : a diffraction theory / ([Washington] : U.S. Beach Erosion Board, 1954), by R. C. MacCamy and R. A. Fuchs (page images at HathiTrust)
• Model tests on a triple-bulkhead type of floating breakwater / ([Washington] : U.S. Beach Erosion Board, 1957), by Culbertson W. Ross (page images at HathiTrust)
• Effect of long period waves on hydrographic surveys / ([Washington] : U.S. Coastal Engineering Research Center, 1970), by Orville T. Magoon and William O Sarlin (page images at HathiTrust)
• Lake Ontario atlas : surface waves / (Albany : New York Sea Grant Institute, 1976, cover 1977), by Glenn E. Myer (page images at HathiTrust; US access only)
• Unidirectional spectral wave generation and analysis in wave basins / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station] ; [Springfield, Va.] : [Available from National Technical Information Service], [1988]), by Michael Jeffrey Briggs, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Reef breakwater wave-attenuation and stability tests, Burns Waterway Harbor, Indiana / ([Vicksburg, Miss.] : [U.S. Army Engineer Waterways Experiment Station], [1995]), by Robert D. Carver, Brenda J. Wright, Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)
• Explosion-generated water waves : field tests to determine effects of depth of detonation / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1990]), by Jimmy E. Fowler, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Defense Nuclear Agency (page images at HathiTrust)
• A model study of the effect of submerged breakwaters on wave action / ([Washington] : U.S. Beach Erosion Board, 1940), by William C. Hall (page images at HathiTrust)
• Wind set-up and waves in shallow water. ([Washington] : U.S. Beach Erosion Board, 1952), by United States. Beach Erosion Board (page images at HathiTrust)
• Laboratory study of wave energy losses by bottom friction and percolation. ([Washington] : U.S. Beach Erosion Board, 1953), by United States. Beach Erosion Board (page images at HathiTrust)
• Analysis of moving fetches for wave forecasting / ([Washington] : U.S. Beach Erosion Board, 1953), by Kenneth Kaplan (page images at HathiTrust)
• North Atlantic coast wave statistics hindcast by the wave spectrum method / ([Washington] : U.S. Beach Erosion Board, 1955), by Gerhard Neumann, Richard W. James, and New York University. Department of Meteorology and Oceanography (page images at HathiTrust)
• Wave statistics for the Gulf of Mexico off Caplen, Texas / ([Washington] : U.S. Beach Erosion Board, 1956), by Charles L. Bretschneider and Roy D Gaul (page images at HathiTrust)
• Wave extinction by pneumatic breakwater / (Berkeley : University of California, Hydraulic Engineering Laboratory, Wave Research Projects, 1961), by A. A. Dmitriev, Hildegard Arnesen, A. V. Teplov, T. V. Bonchkovskaya, Berkeley. Wave Research Laboratory University of California, United States. Office of Naval Research, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust)
• The motion of a floating sphere in surface waves / (Berkeley : University of California, Institute of Engineering Research, Waves Research Laboratory, 1954), by R. C. MacCamy, Berkeley. Institute of Engineering Research University of California, and United States. Office of Naval Research (page images at HathiTrust)
• Measurement of water surface roughness and wind shear stress by the use of a pitot tube in a laboratory wave channel / (Berkeley : University of California, Institute of Engineering Research, Waves Investigation Laboratory, 1954), by Osvald Sibul, Berkeley. Institute of Engineering Research. Waves Investigation Laboratory University of California, and United States Army Corps of Engineers (page images at HathiTrust)
• Wave velocity method of depth determination for non-uniform short crested wave systems by aerial photography / (Berkeley : University of California, Institute of Engineering Research, Waves Research Laboratory, 1953), by Robert L. Wiegel, Robert Arthur Fuchs, Berkeley. Institute of Engineering Research University of California, and United States. Office of Naval Research (page images at HathiTrust)
• Secondary wave crest formation / (Berkeley : University of California, Institute of Engineering Research, Wave Research Laboratory, 1959), by Kiyoshi Horikawa, Robert L. Wiegel, United States. Beach Erosion Board, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust)
• Solitary wave behavior at concave barriers / (Berkeley : University of California, Hydraulic Engineering Laboratory, Wave Research Projects, 1962), by Gunnar Sigurdsson, Robert L. Wiegel, United States. Beach Erosion Board, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust)
• Water gravity waves generated by a moving low pressure area / (Berkeley : University of California, Institute of Engineering Research, 1957), by Robert L. Wiegel, United States. Office of Naval Research, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust)
• Long wave studies / (Berkeley : University of California, Institute of Engineering Research, [1958]), by Robert L. Wiegel, United States. Office of Naval Research, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust)
• Model study of water gravity waves generated by moving circular low pressure area / (Berkeley : University of California, Institute of Engineering Research, 1959), by G. Abraham, Berkeley. Institute of Engineering Research University of California, and National Science Foundation (U.S.) (page images at HathiTrust)
• Research on annular nozzel type ground effect machine operating over water : nonuniformity of jet momentum / (Berkeley : University of California, Hydraulic Engineering Laboratory, Wave Research Projects, 1962), by Gunnar Sigurdsson and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust)
• Rock movement in large-scale tests of riprap stability under wave action / ([Washington] : U.S. Coastal Engineering Research Center, 1967), by Thorndike Saville (page images at HathiTrust)
• Longshore current velocity : a review of theory and data / (Washington : Coastal Engineering Research Center, 1967), by Cyril J. Galvin (page images at HathiTrust)
• Wave protection aspects of harbor design : a manual of principles and procedures / (Pasadena : California Institute of Technology, Hydrodynamics Laboratory, Hydraulic Structures Division, 1952), by John H. Hydrodynamics Laboratory Carr and United States. Bureau of Yards and Docks. fnd (page images at HathiTrust)
• Oscillatory waves : diagrams and tables of relationships commonly used in investigations of surface waves. ([Washington, D.C.] : Dept. of the Army, Corps of Engineers, 1948), by United States. Beach Erosion Board and United States. Beach Erosion Board. Bulletin of the Beach Erosion Board. Special issue no. 1 (page images at HathiTrust)
• Effects of proposed improvement structures at Mission Bay, California, on surfing, littoral processes and entrance channel shoaling, and San Diego River flooding potential / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1983), by Lyndell Z. Hales, Charles R. Curren, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Water waves on a shallow sloping beach / (New York : New York University, Institute of Mathematics and Mechanics, 1947), by K. O. Friedrichs and New York University. Institute of Mathematics and Mechanics (page images at HathiTrust; US access only)
• A literature review of the effects of waves on aquatic plants / (Onalaska, Wis. : Environmental Management Technical Center, National Biological Survey, 1994), by Anne Kimber, John W. Barko, Long Term Resource Monitoring Program (Environmental Management Program), and Environmental Management Technical Center (U.S.) (page images at HathiTrust)
• A study of the effects of waves on evaporation from free water surfaces / ([Denver, Colo.] : United States Department of the Interior, Bureau of Reclamation, 1969), by Calvin C Easterbrook and United States. Bureau of Reclamation (page images at HathiTrust)
• Effect of bottom roughness on wind tide in shallow water / ([Washington] : U.S. Beach Erosion Board, 1957), by Ernest Glenn Tickner (page images at HathiTrust)
• Effects of reefs and bottom slopes on wind set-up in shallow water / ([Washington] : U.S. Beach Erosion Board, 1960), by Ernest Glenn Tickner (page images at HathiTrust)
• Laboratory study of breaking wave forces on piles / ([Washington] : U.S. Beach Erosion Board, 1958), by Michael Alexander Hall (page images at HathiTrust)
• Model study of wave refraction / ([Washington] : U.S. Beach Erosion Board, 1957), by Robert L. Wiegel and A. L. Arnold (page images at HathiTrust)
• An electronic wave spectrum analyzer and its use in engineering problems / ([Washington] : U.S. Beach Erosion Board, 1954), by Willard J. Pierson and New York University. Dept. of Meteorology and Oceanography (page images at HathiTrust)
• Laboratory study of shock pressures of breaking waves / ([Washington] : U.S. Beach Erosion Board, 1955), by Culbertson W. Ross (page images at HathiTrust)
• A model study of the run-up of wind-generated waves on levees with slopes of 1:3 and 1:6 / ([Washington] : U.S. Beach Erosion Board, 1955), by Osvald J. Sibul (page images at HathiTrust)
• Re-analysis of existing wave force data on model piles / ([Washington] : U.S. Beach Erosion Board, 1955), by R. Curtis Crooke (page images at HathiTrust)
• Large-scale tests of wave forces on piling : preliminary report / ([Washington] : U.S. Beach Erosion Board, 1959), by Culbertson W. Ross (page images at HathiTrust)
• On the theory of the highest waves / ([Washington] : U.S. Beach Erosion Board, 1959), by J. E. Chappelear (page images at HathiTrust)
• The damping of oscillatory waves by laminar boundary layers / ([Washington] : U.S. Beach Erosion Board, 1959), by Peter S. Eagleson (page images at HathiTrust)
• On the description of short-crested waves / ([Washington] : U.S. Beach Erosion Board, 1961), by J. E. Chappelear (page images at HathiTrust)
• The analysis of observational data from natural beaches / ([Washington] : U.S. Beach Erosion Board, 1961), by William Christian Krumbein (page images at HathiTrust)
• Waves in inland reservoirs : summary report on civil works investigation projects CW-164 and CW-165 / (Washington : U.S. Beach Erosion Board, 1962), by United States. Army. Corps of Engineers. Missouri River Division (page images at HathiTrust)
• Higher approximation to nonlinear water waves and the limiting heights of cnoidal, solitary, and Stokes' waves / ([Washington] : U.S. Beach Erosion Board, 1963), by Edmund V. Laitone (page images at HathiTrust)
• Simulation of water waves by Boussinesq models / (1997), by Wei Ge (page images at HathiTrust; US access only)
• Water waves produced by cratering explosions in shallow water / (Livermore, Calif. : University of California, Lawrence Radiation Laboratory, 1970), by W. J. Garcia and Lawrence Radiation Laboratory (page images at HathiTrust; US access only)
• Kinematics of water particle motion within the surf zone / (1972), by Rafael Steer (page images at HathiTrust; US access only)
• Transmission of wave energy through and overtopping of the Long Beach, California breakwater : hydraulic model investigation / (Vicksburg, Miss. : U.S. Waterways Experiment Station, 1976), by Lyndell Z. Hales (page images at HathiTrust; US access only)
• Experimental study on the solitary wave reflection along a straight sloped wall at oblique angle of incidence / ([Washington] : U.S. Beach Erosion Board, 1961), by T. C. Chen (page images at HathiTrust)
• Laboratory data on wave run-up on roughened and permeable slopes / ([Washington] : U.S. Beach Erosion Board, 1959), by Rudolph P. Savage (page images at HathiTrust)
• Mechanics of bottom sediment movement due to wave action / ([Washington] : U.S. Beach Erosion Board, 1955), by Madhav Manohar (page images at HathiTrust)
• Model study of overtopping of wind-generated waves on levees with slopes of 1:3 and 1:6 / ([Washington] : U.S. Beach Erosion Board, 1956), by Osvald J. Sibul and Ernest Glenn Tickner (page images at HathiTrust)
• Development of criteria for shore protection against wind-generated waves for lakes and ponds in Illinois / (Urbana : University of Illinois Water Resources Center, 1975), by Nani G. Bhowmik (page images at HathiTrust; US access only)
• Erosion control of scour during construction. (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1984), by Lyndell Z. Hales and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Annual data summary for 1990, CERC Field Research Facility. ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1992]), by Michael W. Leffler, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A two-dimensional lake wave prediction system / ([Washington, D.C.?] : U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, Environmental Research Laboratories, [1984]), by David J. Schwab, Edward W. Lynn, John R. Bennett, and Environmental Research Laboratories (U.S.) (page images at HathiTrust)
• Design wave information for the Great Lakes / (Vicksburg, Miss. : Hydraulics Laboratory, U.S. Army Engineer Waterways Experiment Station, 1976-), by Donald T. Resio, Charles L. Vincent, and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Random-access technique for modular bathymetry data storage in a continental shelf wave refraction program / (Washington, D.C. : National Aeronautics and Space Administration ; Springfield, Va. : For sale by the National Technical Information Service [distributor], 1974), by Lamont R. Poole and Langley Research Center (page images at HathiTrust)
• The effect of topography on the electromagnetic fields induced by plane-parallel barotropic ocean waves / (Honolulu : Hawaii Institute of Geophysics, University of Hawaii, 1975), by M. A. Sklarz (page images at HathiTrust; US access only)
• Contributions to the theory of ship waves / (Stockholm : Kungl. boktryckeriet, P. A. Norstedt & Söner, 1925), by Einar Hogner (page images at HathiTrust; US access only)
• Wave generated ripples and resulting sediment transport in waves / (Lyngby : Institute of Hydrodynamics and Hydraulic Engineering, Technical University of Denmark, 1985), by Ida Brøker Hedegaard (page images at HathiTrust)
• An experimental study of internal progressive oscillatory waves / (Washington, DC : U.S. Dept. of Commerce, National Bureau of Standards, 1961), by Garbis H. Keulegan, Lloyd H. Carpenter, and United States. National Bureau of Standards (page images at HathiTrust)
• Calculation of wave shoaling with dissipation over nearshore sands / (Fort Belvoir, Va. : U.S. Army, Corps of Engineers, Coastal Engineering Research Center, [1983]), by Robert J. Hallermeier and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Wave information study for U.S. coastlines : report 1 : surface pressure field reconstruction for wave hindcasting purposes / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service, 1980), by William D. Corson, Charles L. Vincent, Donald T. Resio, United States Army Corps of Engineers, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• WAVERTF, wave propagation over obstacles and irregular topography : a user's manual / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Va. : available from National Technical Information Service, 1986]), by H. S. Chen, Willie A. Brown, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• The interpretation of crossed orthogonals in wave refraction phenomena. ([Washington] : U.S. Beach Erosion Board, 1951), by United States. Beach Erosion Board (page images at HathiTrust)
• Wave statistics for the Gulf of Mexico off Burrwood, Louisiana / ([Washington] : U.S. Beach Erosion Board, 1956), by Charles L. Bretschneider and Roy D Gaul (page images at HathiTrust)
• The effect of fetch width on wave generation /, by Thorndike Saville, United States War Department, United States. Army. Office of the Chief of Engineers, and United States. Beach Erosion Board (page images at HathiTrust)
• Water surface roughness and wind shear stress in a laboratory wind-wave channel /, by Osvald J. Sibul, United States War Department, United States. Army. Office of the Chief of Engineers, and United States. Beach Erosion Board (page images at HathiTrust)
• Effects of dolos breakage on the stability of rubble-mound breakwater trunks subjected to breaking and nonbreaking waves with no overtopping / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Va. : Available from National Technical Information Service, 1983]), by Dennis G. Markle, D. Donald Davidson, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Wave action and sand movement near Anaheim Bay, California /, by Joseph M. Caldwell, United States War Department, United States. Army. Office of the Chief of Engineers, and United States. Beach Erosion Board (page images at HathiTrust)
• Suspended sediment sampling in laboratory wave action /, by John C. Fairchild, United States War Department, United States. Army. Office of the Chief of Engineers, and United States. Beach Erosion Board (page images at HathiTrust)
• Orbital velocity associated with wave action near the breaker zone /, by Douglas L. Inman, Noriyuki Nasu, United States War Department, United States. Army. Office of the Chief of Engineers, and United States. Beach Erosion Board (page images at HathiTrust)
• Effect of loss of valley storage in the Cannelton Pool on Ohio River flood heights : final report / (Vicksburg, Miss. : Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by Billy H. Johnson, Paul K. Automatic Data Processing Center Senter, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Ohio River Division (page images at HathiTrust)
• Reflection characteristics of screen wave absorbers : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1973), by Garbis H. Keulegan, Hydraulics Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Combined reflection and diffraction by a vertical wedge / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service, 1987]), by H. S. Chen, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Laboratory investigation of the vertical rise of solitary waves on impermeable slopes. ([Washington] : U.S. Beach Erosion Board, 1953), by United States. Beach Erosion Board (page images at HathiTrust)
• The elevation and duration of wave crests / (Fort Belvoir, Va. : U.S. Army Corps of Engineers, Coastal Engineering Research Center ; Springfield, Va. : Available from NTIS, [1983]), by William N. Seelig, William G. U.S. Army Corps of Engineers Grosskopf, and John P. U.S. Army Corps of Engineers Ahrens (page images at HathiTrust)
• Wave statistics for the Gulf of Mexico off Tampa Bay, Florida / ([Washington] : U.S. Beach Erosion Board, 1956), by Charles L. Bretschneider and Roy D Gaul (page images at HathiTrust)
• Laboratory study of wind tides in shallow water /, by Osvald J. Sibul, United States War Department, United States. Army. Office of the Chief of Engineers, and United States. Beach Erosion Board (page images at HathiTrust)
• A numerical model for predicting the effects of landslide-generated water waves / (Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory, 1975), by Donald C. Raney and H. Lee Butler (page images at HathiTrust)
• Stability of stone- and dolos-armored, rubble-mound breakwater trunks subjected to breaking waves with no overtopping / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Va. : Available from National Technical Information Service, 1983]), by Robert D. Carver, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Graphical approach to the forecasting of waves in moving fetches /, by Basil Wrigley Wilson, United States War Department, United States. Army. Office of the Chief of Engineers, and United States. Beach Erosion Board (page images at HathiTrust)
• San Juan National Historic Site, San Juan, Puerto Rico, design for prevention of wave-induced erosion : hydraulic model investigation : final report / (Vicksburg, Miss. : Hydraulics Laboratory, U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service, 1979), by Robert R. Bottin, United States. National Park Service. Southeast Regional Office, and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Wave forecasting relationships for the Gulf of Mexico / ([Washington] : U.S. Beach Erosion Board, 1956), by Charles L. Bretschneider (page images at HathiTrust)
• Transient wind tides in shallow water /, by Ernest Glenn Tickner, United States War Department, United States. Army. Office of the Chief of Engineers, and United States. Beach Erosion Board (page images at HathiTrust)
• Directional wind wave characteristics at Harvest Platform / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1995]), by Charles E Long, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• The Atchafalaya River Delta. Report 2, Field data. Section 1, Atchafalaya Bay Program description and data / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service, 1988]), by Clara J. Coleman, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Wave statistics for the Gulf of Mexico off Apalachicola, Florida / ([Washington] : U.S. Beach Erosion Board, 1956), by Charles L. Bretschneider and Roy D Gaul (page images at HathiTrust)
• The accuracy of present wave forecasting methods : with reference to problems in beach erosion on the New Jersey and Long Island coasts / ([Washington] : U.S. Beach Erosion Board, 1951), by Willard J. Pierson (page images at HathiTrust)
• The mechanics of the motion of discrete spherical bottom sediment particles due to shoaling waves /, by Peter S. Eagleson, L. A. Peralta, Robert G. Dean, United States War Department, United States. Army. Office of the Chief of Engineers, and United States. Beach Erosion Board (page images at HathiTrust)
• The collected papers of Sir Thomas Havelock on hydrodynamics. (Washington, Office of Naval Research, Dept. of the Navy; for sale by the Superintendent of Documents, U.S. Govt. Print. Off., [1965]), by Thomas Havelock (page images at HathiTrust)
• Stability of rubble-mound breakwater Lahaina Harbor, Hawaii : hydraulic model investigation / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory, 1976), by Robert D. Carver and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Design wave information for the Great Lakes : report 3, Lake Michigan / (Vicksburg, Miss. : U.S. Waterways Experiment Station, 1976), by Donald T. Resio, Charles L. Vincent, and United States. Army. Corps of Engineers. North Central Division (page images at HathiTrust)
• A laboratory study of short-crested wind waves /, by G. C. Ralls, Robert L. Wiegel, United States War Department, United States. Army. Office of the Chief of Engineers, and United States. Beach Erosion Board (page images at HathiTrust)
• Wave-generated ripples in nearshore sands /, by Douglas L. Inman, United States War Department, United States. Army. Office of the Chief of Engineers, and United States. Beach Erosion Board (page images at HathiTrust)
• The Rayleigh disk as a wave direction indicator. ([Washington] : U.S. Beach Erosion Board, 1950), by Jay V. Hall and Walter König (page images at HathiTrust)
• Laboratory data on wave run-up and overtopping on shore structures /, by Thorndike Saville, United States War Department, United States. Army. Office of the Chief of Engineers, and United States. Beach Erosion Board (page images at HathiTrust)
• Evaluation and development of water wave theories for engineering application. (Fort Belvoir, Va. : U.S. Coastal Engineering Research Center, 1974), by Robert G. Dean (page images at HathiTrust; US access only)
• Wave and lake level statistics for Lake Michigan / ([Washington] : Dept. of the Army, Corps of Engineers, Beach Erosion Board, 1953), by Thorndike Saville (page images at HathiTrust)
• A numerical hindcast model for wave spectra on water bodies with irregular shoreline geometry : report 1, test of nondimensional growth rates / (Vicksburg, Miss. : Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by Donald T. Resio, Charles L. Vincent, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. North Central Division (page images at HathiTrust)
• Wave statistics for the Gulf of Mexico off Brownsville, Texas / ([Washington] : U.S. Beach Erosion Board, 1956), by Charles L. Bretschneider and Roy D Gaul (page images at HathiTrust)
• Reflection of solitary waves. /, by United States. Beach Erosion Board, United States War Department, and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Approximate response of water level on a sloping shelf to a wind fetch which moves toward shore /, by Robert O. Reid, United States War Department, United States. Army. Office of the Chief of Engineers, and United States. Beach Erosion Board (page images at HathiTrust)
• San Diego region historic wave and sea level data report : Coast of California Storm and Tidal Waves Study / (Los Angeles : U.S. Army Corps of Engineers, Los Angeles District, Planning Division, Coastal Resources Branch, 1988), by United States. Army. Corps of Engineers. Los Angeles District and Engineers Moffatt & Nichol (page images at HathiTrust)
• Water wave pressures on seawalls and breakwaters, (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1968), by A. M. Kamel (page images at HathiTrust; US access only)
• Loss of wave energy due to percolation in a permeable sea bottom / ([Washington D.C.? : American Geophysical Union], 1949), by J. A. Putnam (page images at HathiTrust; US access only)
• The theory of waves of finite height / (Houston, Tex. : Shell Development Company, Exploration and Production Research Division, [1956]), by John Chappelear and Shell Development Company (page images at HathiTrust; US access only)
• On the theory of surface waves in water generated by moving disturbances / (Pasadena, Calif. : California Institute of Technology, Engineering Division, 1957), by C. R. De Prima, Theodore Y.-T. Wu, United States. Office of Naval Research, and California Institute of Technology (page images at HathiTrust; US access only)
• The highest periodic wave in water of constant depth / (Houston, Tex. : Shell Development Company, Exploration and Production Research Division, [1958]), by John Chappelear and Shell Development Company (page images at HathiTrust; US access only)
• The direct numerical calculation of wave properties / (Houston, Tex. : Shell Development Company, Exploration and Production Research Division, [1959]), by John Chappelear and Shell Development Company (page images at HathiTrust; US access only)
• Diffraction of periodic waves along a vertical breakwater for small angles of incidence / (Berkeley : University of California, Hydraulic Engineering Laboratory, 1962), by Arne Hasle Nielsen, United States. Beach Erosion Board, and Berkeley. Hydraulic Engineering Laboratory University of California (page images at HathiTrust; US access only)
• An experimental study of wave absorbers / ([Minneapolis, Minn.] : St. Anthony Falls Hydraulic Laboratory, University of Minnesota, [1957]), by C. Edward Bowers, Lorenz G. Straub, John B. Herbich, St. Anthony Falls Hydraulic Laboratory, and Naval Surface Warfare Center (U.S.). Carderock Division (page images at HathiTrust; US access only)
• Forces on cylinders in constant linear acceleration and uniform motion in water / (Richmond, Calif. : Council on Wave Research, Engineering Field Station, University of California, 1958), by Alan D. K. Laird, R. W. Walker, C. A. Johnson, and Council on Wave Research (page images at HathiTrust; US access only)
• A numerical model to simulate sediment transport in the vicinity of coastal structures / (Fort Belvoir, Va. : Coastal Engineering Research Center, 1983), by Marc Perlin, Robert G. Dean, Inc Coastal and Offshore Engineering and Research, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Expansion and revision of Kawaihae Harbor, Hawaii : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1967), by Charles W. Brasfeild, C. E. Chatham, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Honolulu District (page images at HathiTrust)
• Wave action and breakwater location, Vermilion Harbor, Ohio : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1970), by Charles W. Brasfeild (page images at HathiTrust)
• Wave group analysis based on Kimura's method /, by Michael Jeffrey Briggs, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Matthes on roughness coefficients. (Vicksburg, Miss. : Waterways Experiment Station, 1938), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Model and prototype comparison. (Vicksburg, Miss. : Waterways Experiment Station, 1940), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Principles of similitude for wave action. (Vicksburg, Miss. : Waterways Experiment Station, 1941), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Wave and surge action, Point Fermin Naval Supply Depot, San Pedro, California : hydraulic model investigation. (Vicksburg, Miss. : Waterways Experiment Station, 1947), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Wave action and breakwater location, Half Moon Bay Harbor, Half Moon Bay, California : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1965), by H. B. Wilson, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Selection of optimum plan for reduction of wave action in Marina del Rey, Venice, California : hydraulic model investigation / (Vicksburg, Miss. : Army Engineer Waterways Experiment Station, 1965), by Charles W. Brasfeild, J. W. Ball, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Design for optimum wave conditions, Dana Point Harbor, Dana Point, California : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1966), by H. B. Wilson, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• U.S. Navy ship mooring facility, west coast of Point Loma, San Diego, California : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1965), by Charles W. Brasfeild, C. E. Chatham, Waterways Experiment Station (U.S.), and United States. Bureau of Yards and Docks (page images at HathiTrust)
• Wave action and breakwater location, Superior Entry, Duluth-Superior Harbor, Superior, Wisconsin : hydraulic model investigation. (Vicksburg, Miss. : Waterways Experiment Station, 1963), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Wave action in Mission Bay Harbor, California : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1969), by J. W. Ball, Charles W. Brasfeild, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Wave transmission and mooring force tests of floating breakwater, Oak Harbor, Washington : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1971), by D. Donald Davidson (page images at HathiTrust)
• Wave action and breakwater design, Hamlin Beach Harbor, New York : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1973), by Charles W. Brasfeild (page images at HathiTrust)
• Los Angeles and Long Beach Harbors modelstudy : report 3, analyses of wave and ship motion data / (Vicksburg, Miss. : U.S. Waterways Experiment Station, 1976), by Donald L. Durham and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust; US access only)
• Los Angeles and Long Beach Harbors model study : report 4, model design / (Vicksburg, Miss. : U.S. Waterways Experiment Station, 1977), by Douglas G. Outlaw and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust; US access only)
• Los Angeles and Long Beach Harbors model study : report 6, resonant response of the modified phase 1 plan / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, [1979]-), by Douglas G. Outlaw, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Expansion of Port Hueneme, California : hydraulic model investigation : final report / (Vicksburg, Miss. : Waterways Experiment Station, 1975), by Leroy G. Crosby, C. E. Chatham, and Donald L. Durham (page images at HathiTrust)
• Design wave information for the Great Lakes : report 4, Lake Huron / (Vicksburg, Miss. : Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by Donald T. Resio, Charles L. Vincent, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. North Central Division (page images at HathiTrust)
• Feasibility study of a surge-action model of Monterey Harbor, California / (Vicksburg, Miss. : Waterways Experiment Station, 1965), by Basil Wrigley Wilson, Robert E. Kilmer, and James A. Hendrickson (page images at HathiTrust)
• Regional coastal processes numerical modeling system. (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Va.] : [Available from National Technical Information Service], [1986]), by Bruce A. Ebersole, Mark D. Prater, Mary A. Cialone, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Results of monitoring study of Agat Harbor, Guam / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1997), by David D. Mcgehee, Stanley J. Boc, Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Erosion control of scour during construction. (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1984), by Lyndell Z. Hales and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Erosion control of scour during construction. (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from NTIS, 1984), by James R. Houston, Lucia W. U. S. Army Engineer Waterways Experiment Station. org Chou, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Rubble-mound breakwater stability and wave-attenuation tests, Port Ontario Harbor, New York : hydraulic model investigation : final report / (Vicksburg, Miss. : The Station, [1981]), by Robert D. Carver, Dennis G. Markle, United States. Army. Corps of Engineers. Buffalo District, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• Evaluation and development of water wave theories for engineering application /, by Robert G. Dean, Coastal Engineering Research Center (U.S.), and Gainesville. Coastal and Oceanographic Engineering Laboratory Florida. University (page images at HathiTrust)
• Effects of a breakwater on nearshore currents due to breaking waves /, by Philip L. F. Liu, Chiang C. Mei, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A user's guide to SHALWV : numerical model for simulation of shallow-water wave growth, propagation and decay /, by Steven A. Hughes, Robert E. Jensen, Waterways Experiment Station (U.S.), United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Quality control and management of oceanographic wave-gage data /, by Andrew Morang, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Iterative and Pade solutions for the water-wave dispersion relation /, by H. S. Chen, Edward F. Thompson, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Combined diffraction and reflection by a vertical wedge : PCDFRAC user's manual /, by James M. Kaihatu, H. S. Chen, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Unidirectional spectral wave generation and analysis in wave basins :, by Michael Jeffrey Briggs, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Theory and calculation of the nonlinear energy transfer between sea waves in deep water / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Va. : Available from National Technical Information Service, 1982]), by Barbara A. Tracy, Donald T. Resio, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Atlantic coast hindcast, shallow-water, significant wave information / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Va. : Available from National Technical Information Service, 1983]), by Robert E. Jensen, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Statistical analysis of visual wave observations and gage/radar measurements / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1984), by Marc Perlin and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Forcing long surface waves through two-port basins. (Honolulu : Hawaii Institute of Geophysics, University of Hawaii, 1976), by Rudolph W. Preisendorfer (page images at HathiTrust; US access only)
• Transport theory of short surface waves / (Honolulu : Hawaii Institute of Geophysics, University of Hawaii, 1977), by Rudolph W. Preisendorfer (page images at HathiTrust; US access only)
• Time-dependent wave transport theory / (Honolulu : Hawaii Institute of Geophysics, University of Hawaii, 1977), by Rudolph W. Preisendorfer (page images at HathiTrust; US access only)
• Multimode long wave transport in irregular basins / (Honolulu : Hawaii Institute of Geophysics, University of Hawaii, 1975), by Frank I. González (page images at HathiTrust; US access only)
• Los Angeles and Long Beach Harbors model study : report 1, prototype data acquisition and observations / (Vicksburg, Miss. : U.S. Waterways Experiment Station, 1975), by Ellis B. Pickett, William H. McAnally, Donald L. Durham, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust; US access only)
• Design for flood control and wave protection, Chagrin River, Eastlake, Ohio : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1970), by C. E. Chatham, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Tsunamis, seiches, and landslide-induced water waves / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1979), by James R. Houston, Geotechnical Laboratory (U.S.), United States Army Corps of Engineers, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• The TMA shallow-water spectrum description and applications / (Washington, DC : Dept. of the Army, US Army Corps of Engineers ; [Springfield, Va.] : [Available from National Technical Information Service], [1984]), by Steven A. Hughes and United States Army Corps of Engineers (page images at HathiTrust)
• Beach nourishment techniques : Report 4 : Wave climates for selected U.S. offshore beach nourishment projects : Main text / (Vicksburg, Miss. : The Station, [1981]), by Donald L. Durham, Thomas W. Richardson, Lyndell Z. Hales, Hydraulics Laboratory (U.S.), and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• The Atchafalaya River Delta. (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Va.] : [Available from National Technical Information Service], [1985]), by Robert E. Jensen, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Surface waves resulting from explosions above a water surface / (Vicksburg, Miss. : Waterways Experiment Station, 1970), by Carl E. Pace (page images at HathiTrust)
• The approximate theories of pneumatic wave generators : hydraulic laboratory investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1966), by Garbis H. Keulegan (page images at HathiTrust)
• Prediction of wave refraction and shoaling using two numerical models /, by Jon M. Hubertz and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Prediction of nearshore wave transformation /, by Jon M. Hubertz and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A method for calculating and plotting surface wave rays /, by W. Stanley Wilson and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Nonrandom behavior in field wave spectra and its effect on grouping of high waves /, by Edward F. Thompson and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Preliminary evaluation of wind and wave effects at potential LNG terminal sites, State of California : appendix A : an evaluation of the relative wave climate at five onshore LNG sites considering island influences and topographic effects : final report /, by Lyndell Z. Hales and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• On the scattering of water waves by a circular disk /, by Richard C. MacCamy, United States. Air Force. Office of Scientific Research, and Carnegie Institute of Technology. Department of Mathematics (page images at HathiTrust)
• Annual data summary for 1982 CERC Field Research Facility / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Va.] : [Available from National Technical Information Service], [1986]), by C. Ray Townsend, Stephen C. Wheeler, William E. Grogg, Michael W. Leffler, H. Carl Miller, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Annual data summary for 1983 CERC Field Research Facility / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station] ; [Springfield, Va.] : [Available from National Technical Information Service], [1986]), by Stephen C. Wheeler, C. Ray Townsend, Michael W. Leffler, William E. Grogg, H. Carl Miller, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Annual data summary for 1984 CERC Field Research Facility / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station] ; [Springfield, Va.] : [Available from National Technical Information Service], [1986]), by Stephen C. Wheeler, C. Ray Townsend, Michael W. Leffler, William E. Grogg, H. Carl Miller, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Beach and nearshore survey data : 1985-1991 CERC Field Research Facility / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1993]), by Guan-Hong Lee, William A. Birkemeier, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Three-parameter characterization of shallow-water directional wind wave spectra / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1994]), by Charles E. Long, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Annotated bibliography on wave-current interaction /, by D. H. Peregrine, Cyril J. Galvin, Ivar G. Jonsson, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Measuring directional velocity in water waves with an acoustic flowmeter /, by R. H. Multer and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Index and bulk parameters for frequency-direction spectra measured at CERC Field Research Facility, September 1986 to August 1987 /, by Charles E. Long, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Index and bulk parameters for frequency-direction spectra measured at CERC Field Research Facility : September 1987 to August 1988 /, by Charles E. Long, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Wave action and breakwater location, Noyo Harbor, California : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1967), by H. B. Wilson, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Magic Island Complex, including Kewalo Basin and Ala Wai Boat Harbor, Honolulu, Oahu, Hawaii : hydraulic model investigation / (Vicksburg, Miss. : Army Engineer Waterways Experiment Station, 1967), by Charles W. Brasfeild, C. E. Chatham, Waterways Experiment Station (U.S.), United States. Army. Corps of Engineers. Honolulu District, Hawaii. Department of Transportation, and Hawaii. Board of Land and Natural Resources (page images at HathiTrust)
• Limiting heights of breaking and nonbreaking waves on rubble-mound breakwaters : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1968), by R. A. Jackson (page images at HathiTrust)
• Wave and current conditions for various modifications of Kewalo Basin, Honolulu, Oahu, Hawaii : hydraulic model investigation : final report / (Vicksburg, Miss. : Waterways Experiment Station, 1975), by Michael L. Giles (page images at HathiTrust)
• Design wave information for the Great Lakes : report 1, Lake Erie / (Vicksburg, Miss. : U.S. Waterways Experiment Station, 1976), by Donald T. Resio, Charles L. Vincent, and United States. Army. Corps of Engineers. North Central Division (page images at HathiTrust)
• Design wave information for the Great Lakes. (Vicksburg, Miss. : U.S. Waterways Experiment Station, [1978]), by Donald T. Resio, Charles L. Vincent, and United States. Army. Corps of Engineers. North Central Division (page images at HathiTrust)
• Design wave information for the Great Lakes : report 2, Lake Ontario / (Vicksburg : U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1976), by Donald T. Resio, Charles L. Vincent, and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Imperial Beach, California design of structures for beach erosion control : hydraulic model investigation, final report / (Vicksburg, Miss. : Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by Charles R Curren, C. E. Chatham, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Dolos armor units used on rubble-mound breakwater trunks subjected to nonbreaking waves with no overtopping : final report / (Vicksburg, Miss. : Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory ;, 1977), by Robert D. Carver, D. Donald Davidson, United States Army Corps of Engineers, and Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Methods to reduce wave runup and overtopping of existing structures / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1988]), by John P. Ahrens, Evaluation Repair, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• The limit of applicability of linear wave refraction theory in a convergence zone / (Vicksburg, Miss. : Waterways Experiment Station, 1971), by Robert W. Whalin, Waterways Experiment Station (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Wave transmission through rock structures : hydraulic model investigation / (Vicksburg, Miss. : Waterways Experiment Station, 1973), by Garbis H. Keulegan, Waterways Experiment Station (U.S.). Hydraulics Laboratory, and United States Army Corps of Engineers (page images at HathiTrust)
• Stability and wave transmission response of stone- and dolos-armored, rubble-mound breakwater trunks subjected to extreme wave heights / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station] ; [Springfield, Va.] : [Available from National Technical Information Service], [1986]), by Robert D. Carver, Willie G. Dubose, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Characteristics of reef breakwaters / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1987]), by John P. Ahrens, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Stability of stone- and dolos-armored, rubble-mound breakwater heads subjected to nonbreaking waves with no overtopping / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1987]), by Robert D. Carver, Brenda J. Wright, C. Ray Herrington, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Breaking wave spectrum in water of finite depth in the presence of current / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station] ; [Springfield, Va.] : [Available from National Technical Information Service], [1987]), by C. C. Tung, Norden E. Huang, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Laboratory study on macro-features of wave breaking over bars and artificial reefs / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1990]), by Ernest R. Smith, Nicholas C. Kraus, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Use of theoretical wave height distributions in directional seas / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1991.]), by Charles E. Long, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Los Angeles and Long Beach Harbors Model Enhancement Program, improved physical model harbor resonance methodology / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1993]), by William C. Seabergh, Leonette J. Thomas, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), Port of Long Beach, WORLDPORT LA., and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Los Angeles and Long Beach harbors model enhancement program : prototype wave data summary : final report / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, [1998]), by James Rosati, Paul T. Puckette, James P. McKinney, Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), Port of Long Beach, WORLDPORT LA., United States. Army. Corps of Engineers. Los Angeles District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Floating breakwater wave-attenuation tests for East Bay Marina, Olympia Harbor, Washington : hydraulic model investigation / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, [1979]), by Robert D. Carver, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Effects of first underlayer weight on the stability of stone-armored rubble-mound breakwater trunks subjected to nonbreaking waves with no overtopping : hydraulic model investigation / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, [1980]), by Robert D. Carver, Hydraulics Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Erosion control of scour during construction : report 2 : literature survey of theoretical, experimental, and prototype investigations / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1980), by Lyndell Z. Hales, United States Army Corps of Engineers, and Waterways Experiment Station (U.S.). Hydraulics Laboratory (page images at HathiTrust)
• Erosion control of scour during construction. (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, [1980]), by Lyndell Z. Hales, Hydraulics Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Erosion control of scour during construction : Report 4 : Stability of underlayer material placed in advance of construction to prevent scour : Hydraulic model investigation / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Va.] : [Available from National Technical Information Service], [1983]), by Lyndell Z. Hales, James R. Houston, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Erosion control of scour during construction. (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1984), by S. Rao Vemulakonda, U.S. Army Engineer Waterways Experiment Station, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Seabrook Lock Complex, Lake Pontchartrain, LA. : design for wave protection at lock entrance : hydraulic model investigation / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, [1980]), by Robert R. Bottin, Kent A. Turner, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Seabrook Lock Complex, Lake Pontchartrain, Louisiana : design for wave protection at a temporary entrance during various phases of lock construction : hydraulic model investigation / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, [1980]), by Robert R. Bottin, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Mississippi Sound wave-hindcast study : main text and appendices A and B / (Mobile, Ala. : The District ; Vicksburg, Miss. : US Army Corps of Engineers, Hydraulics Laboratory, [1983]), by Robert E. Jensen, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Wave data acquisition and hindcast for Saginaw Bay, Michigan / (Detroit, Mich. : U.S. Army Engineer District, Detroit ; [Springfield, Va.] : [Available from National Technical Information Service], [1983]), by Andrew W. Garcia, Robert E. Jensen, and United States. Army. Corps of Engineers. Detroit District (page images at HathiTrust)
• Bloomington Spillway, North Branch Potomac River, Maryland and West Virginia : hydraulic model investigation / (Vicksburg, Mississippi : Waterways Experiment Station ;, 1983), by Bobby P. Fletcher, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Results of surface wave experiments : Mono Lake explosion test series, 1965 / (Vicksburg, Miss. : Waterways Experiment Station, 1970), by J. M. Pinkston, John N. Strange, and Frank W Skinner (page images at HathiTrust)
• Mono Lake explosion test series, 1965 : analysis of surface wave and wave runup data / (Vicksburg, Miss. : Waterways Experiment Station, 1970), by Robert W. Whalin, William F. Lane, and Carl E. Pace (page images at HathiTrust)
• Wave damping effects of fibrous screens : hydraulic model investigation / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, 1972), by Garbis H. Keulegan (page images at HathiTrust)
• Wave action and breakwater location Taconite Harbor (Two Islands), Lake Superior, Minnesota / (Vicksburg, Miss. : U.S. Waterways Experiment Station, 1955), by Waterways Experiment Station (U.S.) and Erie Mining Company (page images at HathiTrust)
• Prediction of irregular wave runup /, by John P. Ahrens and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Wave setup on a sloping beach /, by John R. Lesnik and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A method for estimating wind-wave growth and decay in shallow water with high values of bottom friction /, by Frederick E. Camfield and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Prediction of irregular wave overtopping /, by John P. Ahrens and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Determination of mooring load and transmitted wave height for a floating tire breakwater /, by Michael L. Giles, James W. Eckert, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Estimating nearshore significant wave height for irregular waves /, by William N. Seelig and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Maximum wave heights and critical water depths for irregular waves in the surf zone /, by William N. Seelig and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Interpretation of wave energy spectra /, by Edward F. Thompson and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Estimation of wave transmission coefficients for overtopping of impermeable breakwaters /, by William N. Seelig and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Wave loading on vertical sheet-pile groins and jetties /, by J. Richard Weggel and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A model for the distribution function for significant wave height /, by Edward F. Thompson and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• The Littoral Environment Observation (LEO) data collection program /, by Christine Schneider and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Effects of currents on waves /, by Barry E. Herchenroder and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Irregular wave runup on smooth slopes /, by John P. Ahrens and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Energy losses of waves in shallow water /, by William G. Grosskopf, Charles L. Vincent, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A laboratory study of the stability of sand-filled nylon bag breakwater structures /, by Robert Ray and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Laboratory effects in beach studies /, by Charles B. Chesnutt, Robert P. Stafford, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Littoral Environment Observation (LEO) data summaries, northern California, 1968-78 /, by Christine Schneider, J. Richard Weggel, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• The design, development, and evaluation of a differential pressure gauge directional wave monitor /, by Kevin R. Bodge and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Interaction of waves and currents /, by D. H. Peregrine, Cyril J. Galvin, Ivar G. Jonsson, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Transportation of bed material due to wave action /, by George Kalkanis and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A thermistor probe for measuring particle orbital speed in water waves /, by Peter S. Eagleson, W. P. M. van de Watering, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Wave-height prediction for wave generators in shallow water /, by Cyril J. Galvin and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Development of a method for numerical calculation of wave refraction /, by Wyman Harrison, W. Stanley Wilson, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Experimental study of longshore currents on a plane beach /, by Cyril J. Galvin, Peter S. Eagleson, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Finite-difference schemes compared for wave-deformation characteristics in mathematical modeling of two-dimensional long-wave propagation /, by R. J. Sobey and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Floating breakwater field assessment program, Friday Harbor, Washington /, by Bruce H. Adee, D. R. Christensen, E. P. Richey, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Overlay of large, placed quarrystone and boulders to increase riprap stability /, by Bruce L. McCartney, John P. Ahrens, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Beach changes caused by the Atlantic Coast storm of 17 December 1970 /, by Allan E. DeWall, Cyril J. Galvin, Patricia C. Pritchett, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Stilling well design for accurate water level measurement /, by William N. Seelig and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Sediment suspension and turbulence in an oscillating flume /, by Thomas C. MacDonald, Berkeley. Hydraulic Engineering Laboratory University of California, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Suspended sediment in the littoral zone at Ventnor, New Jersey, and Nags Head, North Carolina /, by John C. Fairchild and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Evaluation of the computation of wave direction with three-gage arrays /, by Dinorah C. Esteva and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Calculating a yearly limit depth to the active beach profile /, by Robert J. Hallermeier and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Forces exerted by waves on a pipeline at or near the ocean bottom /, by George L. Bowie, Berkeley. Hydraulic Engineering Laboratory University of California, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Wind-wave propagation over flooded, vegetated land /, by Frederick E. Camfield, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Prototype scale mooring load and transmission tests for a floating tire breakwater /, by Michael L. Giles, Robert M. Sorensen, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Energy spectra in shallow U.S. coastal waters /, by Edward F. Thompson and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• The SPM energy flux method for predicting longshore transport rate /, by Cyril J. Galvin, Charles R. Schweppe, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Calculation of wave attenuation due to friction and shoaling : an evaluation /, by William G. Grosskopf and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Estimation of wave reflection and energy dissipation coefficients for beaches, revetments, and breakwaters /, by William N. Seelig, John P. Ahrens, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Design of riprap revetments for protection against wave attack /, by John P. Ahrens and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Empirical guidelines for use of irregular wave model to estimate nearshore wave height /, by Michael G. Mattie and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Riprap stability scale effects /, by Laurie L. Broderick, John P. org Ahrens, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• An evaluation of two Great Lakes wave models /, by Edward F. Thompson and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A system for using radar to record wave direction /, by Michael G. Mattie, D. Lee Harris, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Two-dimensional tests of wave transmission and reflection characteristics of laboratory breakwaters /, by William N. Seelig and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Transformation of monochromatic waves from deep to shallow water /, by Bernard LeMéhauté, John D. Wang, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Depth-limited significant wave height : a spectral approach /, by Charles L. Vincent and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A user's guide to a steady-state shallow-water directional spectral wave model /, by Jon M. Hubertz, Waterways Experiment Station (U.S.), United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Los Angeles and Long Beach Harbors model study : resonant response of the harbors for Phase 1 of the Los Angeles deep-draft dry bulk export terminal /, by Robert R. Bottin, Douglas G. Outlaw, United States. Army. Corps of Engineers. Los Angeles District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Spatial variability in the nearshore wavefield /, by Steven A. Hughes and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Calibration and stability characteristics of the Baylor Staff Wave Gage /, by William E. Grogg, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• A numerical model for shoaling and refraction of third-order Stokes waves over an irregular bottom /, by Mary A. Cialone and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Stable three-dimensional biperiodic waves in shallow water /, by Norman W. Scheffner, United States. Assistant Secretary of the Army (R & D), Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Effects of a steady nonuniform current on the characteristics of surface gravity waves /, by Lyndell Z. Hales, John B. Herbich, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Directional spectral wave generator basin response to monochromatic waves /, by Michael Jeffrey Briggs, Mary L. Hampton, Coastal Engineering Research Station (U.S.), United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Directional spectral wave transformation in the nearshore region., by Michael Jeffrey Briggs, Robert E. Jensen, Peter J. Grace, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Riprap stability and navigation tests for the divide-cut section, Tennessee-Tombigbee Waterway : hydraulic model investigation /, by Stephen T. Maynord, Noel R. Oswalt, Waterways Experiment Station (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Model study of the dynamics of the shell model "donut" moored in water gravity waves / (Berkeley, Calif. : University of California, Institute of Engineering Research, 1958), by Ernest G. Tickner, R. D. Swanstrom, Robert L. Wiegel, Berkeley. Hydraulic Engineering Laboratory University of California, and Berkeley. Wave Research Laboratory University of California (page images at HathiTrust; US access only)
• Model study of the dynamics of the shell model "delta" moored in water gravity waves / (Berkeley, Calif. : University of California, Institute of Engineering Research, 1959), by Robert L. Wiegel, Ernest G. Tickner, R. D. Swanstrom, Berkeley. Wave Research Laboratory University of California, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
• Laboratory investigation of breakers, Section B : breaker heights and depths at breaking. (Berkeley, Calif. : University of California, Department of Engineering, 1950), by H. W. Iversen and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
• Theory of motions of craft in waves. (Berkeley, Calif. : University of California, Department of Engineering, 1950), by Henry A. Schade and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
• Moment distribution exerted by waves on piling. (Berkeley, Calif. : University of California, Institute of Engineering Research, 1950), by Jack R. Morison and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
• Forces on piling / (Berkeley, Calif. : University of California, Institute of Engineering Research, 1951), by H. W. Iversen, Jack R. Morison, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
• Laboratory studies of the motion of freely floating bodies in non-uniform and uniform long crested waves / (Berkeley : University of California, Institute of Engineering Research, Waves Research Laboratory, 1953), by Osvald Sibul, Berkeley. Institute of Engineering Research. Waves Investigation Laboratory. org University of California, and United States. Office of Naval Research (page images at HathiTrust; US access only)
• Experimental determination of pressures exerted by waves on a rigidly supported box of small draft / (Berkeley : University of California, Hydraulic Engineering Laboratory, Wave Research Laboratory, 1954), by K. E. Beebe, United States. Office of Naval Research, and Berkeley. Wave Research Laboratory. org University of California (page images at HathiTrust; US access only)
• Effects of reefs and bottom slopes on wind set-up in shallow water / (Berkeley, Calif. : University of California, Institute of Engineering Research, 1958), by E. G. Tickner, Berkeley. Wave Research Laboratory University of California, and United States Army Corps of Engineers (page images at HathiTrust; US access only)
• Stability of oscillatory laminar flow along a wall / (Berkeley : University of California, Institute of Engineering Research, Waves Research Laboratory, 1954), by Huon Li, Berkeley. Wave Research Laboratory University of California, and United States Army Corps of Engineers (page images at HathiTrust; US access only)
• Sand movement mechanics in deep water / (Berkeley : University of California, Institute of Engineering Research, Waves Research Laboratory, 1953), by Mādhava Manohara, Berkeley. Wave Research Laboratory University of California, and United States. Beach Erosion Board (page images at HathiTrust; US access only)
• Analysis of controlled terrestrial photographs taken at Davenport, California for wave velocity method of depth determination / (Berkeley : University of California, Institute of Engineering Research, College of Engineering, Waves Research Laboratory, 1953), by Francis H. Moffitt, United States. Office of Naval Research, and Berkeley. Wave Research Laboratory University of California (page images at HathiTrust; US access only)
• The photogrammetry of depth determination by wave velocity method from aerial photographs / (Berkeley : University of California, Institute of Engineering Research, College of Engineering, Waves Research Laboratory, 1953), by Francis H. Moffitt, United States. Office of Naval Research, and Berkeley. Wave Research Laboratory University of California (page images at HathiTrust; US access only)
• Laboratory studies of depth determination by the wave velocity method / (Berkeley : University of California, Institute of Engineering Research, College of Engineering, Wave Research Laboratory, 1953), by Osvald J. Sibul, United States. Office of Naval Research, and Berkeley. Wave Research Laboratory University of California (page images at HathiTrust; US access only)
• A note on the linearized deep water theory of wave profile and wave resistance calculations / (Berkeley : Institute of Engineering Research, University of California, 1957), by J. K. Lunde and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
• Water waves / (Berkeley : University of California, Institute of Engineering Research, 1958-59), by John V. Wehausen, United States. Office of Naval Research, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
• Final report, model study of the dynamic characteristics of the peristyle drilling platform / (Berkeley, Calif. : University of California, Institute of Engineering Research, 1955), by Kenneth Edward Beebe, Robert L. Wiegel, Berkeley. Institute of Engineering Research University of California, and University of California. Wave Research Laboratory (page images at HathiTrust; US access only)
• Model study of a submerged buoyant tank in waves / (Berkeley, Calif. : University of California, Institute of Engineering Research, 1956), by Robert L. Wiegel, Berkeley. Wave Research Laboratory University of California, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
• The design wave in shallow water / (Berkeley : University of California, Dept. of Engineering, Institute of Engineering Research, Wave Research Laboratory, 1955), by Robert L. Wiegel, K. E. Beebe, National Science Foundation (U.S.), and Berkeley. Wave Research Laboratory University of California (page images at HathiTrust; US access only)
• Breaking wave force prediction : final report / (Berkeley : University of California, Institute of Engineering Research, Wave Research Laboratory, 1956), by Robert L. Wiegel, Roger E. Skjei, National Science Foundation (U.S.), and Berkeley. Wave Research Laboratory University of California (page images at HathiTrust; US access only)
• Wave action over reefs : final report / (Berkeley : University of California, Institute of Engineering Research, Dept. of Engineering, Wave Research Laboratory, 1955), by J. W. Johnson, E. G. Tickner, Robert L. Wiegel, United States. Bureau of Yards and Docks, and Berkeley. Wave Research Laboratory University of California (page images at HathiTrust; US access only)
• Characteristics of waves generated by a local surface disturbance / (Berkeley : University of California, Institute of Engineering Research, 1956), by J. E. Prins, Berkeley. Wave Research Laboratory University of California, United States. Office of Naval Research, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
• Research on annular nozzle type ground effect machine operating over water : water surface configuration / (Berkeley : University of California, Hydraulic Engineering Laboratory, Wave Research Projects, 1963), by J. D. Cumming and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
• Research on annular nozzle type ground effect machine operating over water : operation over waves / c by R.L. Wiegel ... [et al.] (Berkeley : University of California, Hydraulic Engineering Laboratory, Wave Research Projects, 1963), by Robert L. Wiegel and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
• Estimation of flow through offshore breakwater gaps generated by wave overtopping /, by William N. Seelig, Todd L. Walton, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Computer algorithm to calculate longshore energy flux and wave direction from a two pressure sensor array /, by Todd L. Walton, Robert G. Coastal Engineering Research Center. org Dean, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Wind-wave generation on restricted fetches / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service, 1991]), by Jane M. Smith, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Irregular wave overtopping of seawall/revetment configurations, Roughans Point, Massachusetts : experimental model study / ([Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station] ; [Springfield, Va.] : [Available from National Technical Information Service], [1986]), by John P. Ahrens, D. Donald Davidson, Martha S. Heimbaugh, United States. Army. Corps of Engineers. New England Division, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• A variational approach to nonlinear wave theory / (Vicksburg, Miss. : U.S. Waterways Experiment Station, 1976), by Robert W. Whalin and United States. Office of the Chief of Research and Development (page images at HathiTrust; US access only)
• Design for small-boat harbor improvements, Port Washington Harbor, Wisconsin : hydraulic model investigation, final report / (Vicksburg, Miss. : Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by Robert R. Bottin, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)
• Port Ontario Harbor, New York, design for wave protection and prevention of shoaling : hydraulic model investigation : final report / (Vicksburg, Miss. : Waterways Experiment Station ;, 1977), by Robert R. Bottin (page images at HathiTrust)
• Design for harbor entrance improvements, Wells Harbor, Maine : hydraulic model investigation / (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, [1978]), by Robert R. Bottin, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. New England Division (page images at HathiTrust)
• Cleveland Harbor, Ohio, design for the safe and efficient passage of 1,000-ft-long vessels at the west (main) entrance : hydraulic model investigation / (Vicksburg, Miss. : Hydraulics Laboratory, U.S. Army Engineer Waterways Experiment Station ; [Springfield, Va.] : [Available from National Technical Information Service], [1983]), by Robert R. Bottin, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Impact of I-664 bridge/tunnel project on wave conditions at Newport News Harbor, Virginia : hydraulic model investigation /, by Robert R. Bottin and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Wave investigations : [monthly] progress report / (La Jolla, Calif. : Scripps Institution of Oceanography ; Berkeley : University of California, Dept. of Engineering, 1945-1949), by Scripps Institution of Oceanography, Berkeley. Department of Oceanography University of California, and United States Navy Department Bureau of Ships (page images at HathiTrust)
• Shock pressures caused by waves breaking against coastal structures, (Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1968), by A. M. Kamel and United States Army Corps of Engineers (page images at HathiTrust; US access only)

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