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Seiches

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• Water waves

• Seiches -- California
• Seiches -- Erie, Lake
• Seiches -- Ontario, Lake (N.Y. and Ont.)

• Circulation patterns in Lake Superior (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)
• Seeschwankungen (Seiches) beobachtet am Chiemsee (Druck von A. Miller & Sohn, 1903), by Anton Endrös (page images at HathiTrust; US access only)
• Tsunamis, seiches, and landslide-induced water waves (U.S. Army Engineer Waterways Experiment Station ;, 1979), by James R. Houston, Geotechnical Laboratory (U.S.), United States Army Corps of Engineers, and Hydraulics Laboratory (U.S.) (page images at HathiTrust)
• Hydraulics of Great Lakes inlets (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), by William N. Seelig, Robert M. Sorensen, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Numerical simulation of free oscillations of enclosed basins on a rotating earth (Hawaii Institute of Geophysics, University of Hawaii], 1972), by Niels Christensen and National Science Foundation (U.S.) (page images at HathiTrust; US access only)

• Analysis of seiche conditions in Santa Cruz Harbor, California. (U.S. Army Corps of Engineers?, 1968), by United States Army Corps of Engineers (page images at HathiTrust)

• Wind velocity and fluctuations of water level on Lake Erie (G.P.O., 1902), by Alfred Judson Henry (page images at HathiTrust)

• Lake Ontario atlas : surface waves (New York Sea Grant Institute, 1976), by Glenn E. Myer (page images at HathiTrust; US access only)

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

• Evaluation and development of water wave theories for engineering application. (U.S. Coastal Engineering Research Center, 1974), by Robert G. Dean (page images at HathiTrust; US access only)
• The collected papers of Sir Thomas Havelock on hydrodynamics. (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)
• Theory and calculation of the nonlinear energy transfer between sea waves in deep water (U.S. Army Engineer Waterways Experiment Station ;, 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 (U.S. Army Engineer Waterways Experiment Station ;, 1983), by Robert E. Jensen, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Wind-wave generation on restricted fetches (U.S. Army Engineer Waterways Experiment Station ;, 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)
• Geomorphology framework report, Monterey Bay : Coast of California storm and tidal waves study (U.S. Army Corps of Engineers, Los Angeles District, Planning Division, Coastal Resources Branch, 1985), by Geological Survey (U.S.) and United States. Army. Corps of Engineers. Los Angeles District (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 (U.S. Army Corps of Engineers, Los Angeles District, Planning Division, Coastal Resources Branch, 1987), 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 (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)
• The effect of boat waves on the sedimentary processes of a New England tidal flat (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)
• A survey of possible methods for protecting ships from underwater explosions (Office of Naval Research, 1957), by Otto Hill (page images at HathiTrust)
• Water waves produced by explosions (New York University, Institute of Mathematical Sciences, 1955), by Herbert C Kranzer and Joseph Bishop Keller (page images at HathiTrust)
• A study of sediment sorting by waves shoaling on a plane beach (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)
• Final report, application of short-crested wave theory in the design of three dimensional coastal hydrodynamic models (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)
• Southern California coastal processes data summary : coast of California storm and tidal waves study (U.S. Army Corps of Engineers, Los Angeles District, Planning Division, Coastal Resources Branch, 1986), by Douglas L. Inman and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• 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)
• Forcing long surface waves through two-port basins. (Hawaii Institute of Geophysics, University of Hawaii, 1976), by Rudolph W. Preisendorfer (page images at HathiTrust; US access only)
• Transport theory of long surface waves. (Hawaii Institute of Geophysics, University of Hawaii, 1977), by Rudolph W. Preisendorfer (page images at HathiTrust; US access only)
• Unpolarized irradiance reflectances and glitter patterns of random capillary waves on lakes and seas, by Monte Carlo simulation (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)
• Wave making by an underwater explosion (Naval Surface Weapons Center, White Oak Laboratory, 1976), by Gregory Kemenyi Hartmann and Naval Surface Weapons Center. White Oak Laboratory (page images at HathiTrust)
• Lake Ontario atlas : surface waves (New York Sea Grant Institute, 1976), by Glenn E. Myer (page images at HathiTrust; US access only)
• Infragravity waves in the nearshore zone (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)
• Transport theory of short surface waves (Hawaii Institute of Geophysics, University of Hawaii, 1977), by Rudolph W. Preisendorfer (page images at HathiTrust; US access only)
• Time-dependent wave transport theory (Hawaii Institute of Geophysics, University of Hawaii, 1977), by Rudolph W. Preisendorfer (page images at HathiTrust; US access only)
• Effect of long period waves on hydrographic surveys (U.S. Coastal Engineering Research Center, 1970), by Orville T. Magoon and William O Sarlin (page images at HathiTrust)
• The effect of topography on the electromagnetic fields induced by plane-parallel barotropic ocean waves (Hawaii Institute of Geophysics, University of Hawaii, 1975), by M. A. Sklarz (page images at HathiTrust; US access only)
• Atlantic coast water-level climate (The Station ;, 1982), by Bruce A. Ebersole, Hydraulics Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Shock pressures caused by waves breaking against coastal structures (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)
• Water wave pressures on seawalls and breakwaters (U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1968), by A. M. Kamel (page images at HathiTrust; US access only)
• Stability of rubble-mound breakwater Lahaina Harbor, Hawaii : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory, 1976), by Robert D. Carver and Waterways Experiment Station (U.S.) (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 (Hydraulics Laboratory, U.S. Army Engineer Waterways Experiment Station ;, 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)
• Effects of dolos breakage on the stability of rubble-mound breakwater trunks subjected to breaking and nonbreaking waves with no overtopping (U.S. Army Engineer Waterways Experiment Station ;, 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)
• Stability of stone- and dolos-armored, rubble-mound breakwater trunks subjected to breaking waves with no overtopping (U.S. Army Engineer Waterways Experiment Station ;, 1983), by Robert D. Carver, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Effect of loss of valley storage in the Cannelton Pool on Ohio River flood heights : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), by Billy H. Johnson, Paul K. 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 (Waterways Experiment Station, 1973), by Garbis H. Keulegan, Hydraulics Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Design wave information for the Great Lakes (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 (National Aeronautics and Space Administration ;, 1974), by Lamont R. Poole and Langley Research Center (page images at HathiTrust)
• An experimental study of internal progressive oscillatory waves (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)
• Matthes on roughness coefficients. (Waterways Experiment Station, 1938), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Principles of similitude for wave action. (Waterways Experiment Station, 1941), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: wave and surge action, Point Fermin Naval Supply Depot, San Pedro, California (Waterways Experiment Station, 1947), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: wave action and breakwater location, Half Moon Bay Harbor, Half Moon Bay, California (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)
• Hydraulic model investigation: selection of optimum plan for reduction of wave action in Marina del Rey, Venice, California (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)
• Hydraulic model investigation: design for optimum wave conditions, Dana Point Harbor, Dana Point, California (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)
• Hydraulic model investigation: U.S. Navy ship mooring facility, west coast of Point Loma, San Diego, California (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)
• Hydraulic model investigation: wave action and breakwater location, Noya Harbor, California (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)
• Hydraulic model investigation: expansion and revision of Kawaihae Harbor, Hawaii (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)
• Hydraulic model investigation: Magic Island Complex, including Kewalo Basin and Ala Wai Boat Harbor, Honolulu, Oahu, Hawaii (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)
• Hydraulic model investigation: wave action and breakwater location, Superior Entry, Duluth-Superior Harbor, Superior, Wisconsin (Waterways Experiment Station, 1963), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Hydraulic model investigation: limiting heights of breaking and nonbreaking waves on rubble-mound breakwaters (Waterways Experiment Station, 1968), by R. A. Jackson (page images at HathiTrust)
• Wave action in Mission Bay Harbor, California : hydraulic model investigation (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)
• Hydraulic model investigation: wave action and breakwater location, Vermilion Harbor, Ohio (Waterways Experiment Station, 1970), by Charles W. Brasfeild (page images at HathiTrust)
• Hydraulic model investigation: design for flood control and wave protection, Chagrin River, Eastlake, Ohio (Waterways Experiment Station ;, 1970), by C. E. Chatham, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Hydraulic model investigation: wave transmission and mooring force tests of floating breakwater, Oak Harbor, Washington (Waterways Experiment Station, 1971), by D. Donald Davidson (page images at HathiTrust)
• Hydraulic model investigation: wave action and breakwater design, Hamlin Beach Harbor, New York (Waterways Experiment Station, 1973), by Charles W. Brasfeild (page images at HathiTrust)
• Los Angeles and Long Beach Harbors model study : report 1, prototype data acquisition and observations (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)
• Los Angeles and Long Beach Harbors modelstudy : report 3, analyses of wave and ship motion data (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 (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 (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)
• Hydraulic model investigation: expansion of Port Hueneme, California (Waterways Experiment Station, 1975), by Leroy G. Crosby, C. E. Chatham, and Donald L. Durham (page images at HathiTrust)
• Wave and current conditions for various modifications of Kewalo Basin, Honolulu, Oahu, Hawaii : hydraulic model investigation : final report (Waterways Experiment Station, 1975), by Michael L. Giles (page images at HathiTrust)
• Design wave information for the Great Lakes : report 1, Lake Erie (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 : report 3, Lake Michigan (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 : report 4, Lake Huron (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)
• Lake Superior (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 (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)
• Design for small-boat harbor improvements, Port Washington Harbor, Wisconsin : hydraulic model investigation, final report (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)
• Imperial Beach, California design of structures for beach erosion control : hydraulic model investigation, final report (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 (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)
• Port Ontario Harbor, New York, design for wave protection and prevention of shoaling : hydraulic model investigation : final report (Waterways Experiment Station ;, 1977), by Robert R. Bottin (page images at HathiTrust)
• Design for harbor entrance improvements, Wells Harbor, Maine : hydraulic model investigation (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)
• Methods to reduce wave runup and overtopping of existing structures (U.S. Army Engineer Waterways Experiment Station ;, 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)
• Feasibility study of a surge-action model of Monterey Harbor, California (Waterways Experiment Station, 1965), by Basil Wrigley Wilson, Robert E. Kilmer, and James A. Hendrickson (page images at HathiTrust)
• Tsunamis, seiches, and landslide-induced water waves (U.S. Army Engineer Waterways Experiment Station ;, 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 limit of applicability of linear wave refraction theory in a convergence zone (Waterways Experiment Station, 1971), by Robert W. Whalin, Waterways Experiment Station (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulic model investigation: wave transmission through rock structures (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)
• Annual data summary for 1982 CERC Field Research Facility (U.S. Army Engineer Waterways Experiment Station ;, 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)
• Irregular wave overtopping of seawall/revetment configurations, Roughans Point, Massachusetts : experimental model study (U.S. Army Engineer Waterways Experiment Station] ;, 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)
• Annual data summary for 1983 CERC Field Research Facility (U.S. Army Engineer Waterways Experiment Station, 1986), by H. Carl Miller, Stephen C. Wheeler, C. Ray Townsend, Michael W. Leffler, 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)
• Stability and wave transmission response of stone- and dolos-armored, rubble-mound breakwater trunks subjected to extreme wave heights (U.S. Army Engineer Waterways Experiment Station] ;, 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)
• Annual data summary for 1984 CERC Field Research Facility (U.S. Army Engineer Waterways Experiment Station] ;, 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)
• Characteristics of reef breakwaters (U.S. Army Engineer Waterways Experiment Station ;, 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 (U.S. Army Engineer Waterways Experiment Station ;, 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)
• Laboratory study on macro-features of wave breaking over bars and artificial reefs (U.S. Army Engineer Waterways Experiment Station ;, 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 (U.S. Army Engineer Waterways Experiment Station ;, 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)
• Beach and nearshore survey data : 1985-1991 CERC Field Research Facility (U.S. Army Engineer Waterways Experiment Station ;, 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 (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)
• Beach nourishment techniques : Report 4 : Wave climates for selected U.S. offshore beach nourishment projects : Main text (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)
• Floating breakwater wave-attenuation tests for East Bay Marina, Olympia Harbor, Washington : hydraulic model investigation (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 (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 (U.S. Army Engineer Waterways Experiment Station ;, 1980), by Lyndell Z. Hales, United States Army Corps of Engineers, and Waterways Experiment Station (U.S.). Hydraulics Laboratory (page images at HathiTrust)
• Experimental measurements of refraction, diffraction, and current patterns near jetties (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)
• Stability of underlayer material placed in advance of construction ... (U.S. Army Engineer Waterways Experiment Station ;, 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)
• Current--a wave-induced current model (U.S. Army Engineer Waterways Experiment Station ;, 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 (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 (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)
• Hydraulic model investigation (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)
• Wave hindcasts (U.S. Army Engineer Waterways Experiment Station ;, 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)
• Cleveland Harbor, Ohio, design for the safe and efficient passage of 1,000-ft-long vessels at the west (main) entrance : hydraulic model investigation (Hydraulics Laboratory, U.S. Army Engineer Waterways Experiment Station ;, 1983), by Robert R. Bottin, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Wave data acquisition and hindcast for Saginaw Bay, Michigan (U.S. Army Engineer District, Detroit ;, 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 (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 (Waterways Experiment Station, 1970), by J. M. Pinkston, John N. Strange, and Frank W Skinner (page images at HathiTrust)
• Surface waves resulting from explosions above a water surface (Waterways Experiment Station, 1970), by Carl E. Pace (page images at HathiTrust)
• Mono Lake explosion test series, 1965 : analysis of surface wave and wave runup data (Waterways Experiment Station, 1970), by Robert W. Whalin, William F. Lane, and Carl E. Pace (page images at HathiTrust)
• Hydraulic laboratory investigation: the approximate theories of pneumatic wave generators (Waterways Experiment Station, 1966), by Garbis H. Keulegan (page images at HathiTrust)
• Wave damping effects of fibrous screens : hydraulic model investigation (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 (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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), by John P. Ahrens and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Wave setup on a sloping beach (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), by Frederick E. Camfield and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Prediction of irregular wave overtopping (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1979., 1979), by Michael L. Giles, James W. Eckert, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Interpretation of wave energy spectra (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1980., 1980), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1980., 1980), by William N. Seelig and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Wave loading on vertical sheet-pile groins and jetties (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1981., 1981), by J. Richard Weggel and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• The Littoral Environment Observation (LEO) data collection program (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1981., 1981), by Christine Schneider and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Prediction of wave refraction and shoaling using two numerical models (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1981., 1981), by Jon M. Hubertz and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Effects of currents on waves (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1981., 1981), by Barry E. Herchenroder and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Irregular wave runup on smooth slopes (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1981., 1981), by John P. Ahrens and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Energy losses of waves in shallow water (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1982., 1982), by William G. Grosskopf, Charles L. Vincent, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Prediction of nearshore wave transformation (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1982., 1982), by Jon M. Hubertz and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A laboratory study of the stability of sand-filled nylon bag breakwater structures (Fort Belvoir, Virginia : U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1977., 1977), by Robert Ray and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Procedures used in 10 movable-bed experiments (Fort Belvoir, Virginia : U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1977-1978., 1977), by Charles B. Chesnutt, Robert P. Stafford, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Littoral Environment Observation (L.E.0.) data summaries, northern California, 1968-78 (Fort Belvoir, Virginia : U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1982., 1982), 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 (Fort Belvoir, Virginia : U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1982., 1982), by Kevin R. Bodge and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• The elevation and duration of wave crests (U.S. Army Corps of Engineers, Coastal Engineering Research Center ;, 1983), by William N. Seelig, William G. Grosskopf, and John P. Ahrens (page images at HathiTrust)
• Interaction of waves and currents (Fort Belvoir, Virginia : U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1983., 1983), by D. H. Peregrine, Cyril J. Galvin, Ivar G. Jonsson, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Annotated bibliography on wave-current interaction (Fort Belvoir, Virginia : U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1983., 1983), by D. H. Peregrine, Cyril J. Galvin, Ivar G. Jonsson, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Evaluation and development of water wave theories for engineering application (Fort Belvoir, Virginia : U.S. Coastal Engineering Research Center, 1974., 1974), by Robert G. Dean, Coastal Engineering Research Center (U.S.), and Gainesville. Coastal and Oceanographic Engineering Laboratory Florida. University (page images at HathiTrust)
• Transportation of bed material due to wave action (Washington, D.C. : U. S. Army Coastal Engineering Research Center, 1964., 1964), by George Kalkanis and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Experimental study of longshore currents on a plane beach (Washington, D.C. : U. S. Army Coastal Engineering Research Center, 1965., 1965), by Cyril J. Galvin, Peter S. Eagleson, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A method for calculating and plotting surface wave rays (Washington, D.C. : U. S. Army Coastal Engineering Research Center, 1966., 1966), by W. Stanley Wilson and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Measuring directional velocity in water waves with an acoustic flowmeter (Washington, D.C. : U. S. Army Coastal Engineering Research Center, 1970., 1970), by R. H. Multer and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Effects of a breakwater on nearshore currents due to breaking waves (Springfield, Virginia : National Technical Information Service, 1975., 1974), by Philip L. F. Liu, Chiang C. Mei, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Floating breakwater field assessment program, Friday Harbor, Washington (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1976., 1976), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1976., 1976), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), by William N. Seelig and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Sediment suspension and turbulence in an oscillating flume (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1978., 1978), by Michael L. Giles, Robert M. Sorensen, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• S.P.M. energy flux method for predicting longshore transport rate. (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1980., 1980), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1980., 1980), by William G. Grosskopf and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Design of riprap revetments for protection against wave attack (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1981., 1981), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1982., 1982), by Michael G. Mattie 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1982., 1982), by Todd L. Walton, Robert G. Dean, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Riprap stability scale effects (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1982., 1982), by Laurie L. Broderick, John P. Ahrens, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• An evaluation of two Great Lakes wave models (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1978., 1978), by Edward F. Thompson and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• A system for using radar to record wave direction (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1979., 1979), 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1980., 1980), by William N. Seelig and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Transformation of monochromatic waves from deep to shallow water (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1980., 1980), by Bernard LeMéhauté, John D. Wang, 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 (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1982., 1982), by Edward F. Thompson and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Depth-limited significant wave height : a spectral approach (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1982., 1982), by Charles L. Vincent and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Resonant response of the harbors for Phase 1 of the Los Angeles deep-draft dry bulk export terminal. (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1984., 1984), 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 (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1984., 1984), by Steven A. Hughes and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Index and bulk parameters for frequency-direction spectra measured at CERC Field Research Facility, September 1986 to August 1987 (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 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)
• Index and bulk parameters for frequency-direction spectra measured at CERC Field Research Facility : September 1987 to August 1988 (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 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)
• Effects of a steady nonuniform current on the characteristics of surface gravity waves (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1974., 1974), by Lyndell Z. Hales, John B. Herbich, and U.S. Army Engineer Waterways Experiment Station (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 (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1978., 1978), by Lyndell Z. Hales and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Directional spectral wave generator basin response to monochromatic waves (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1987., 1987), 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)
• Riprap stability and navigation tests for the divide-cut section, Tennessee-Tombigbee Waterway : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1986., 1986), by Stephen T. Maynord, Noel R. Oswalt, Waterways Experiment Station (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• A model study of the effect of submerged breakwaters on wave action (U.S. Beach Erosion Board, 1940), by William C. Hall (page images at HathiTrust)
• The Rayleigh disk as a wave direction indicator. (U.S. Beach Erosion Board, 1950), by Jay V. Hall and Walter König (page images at HathiTrust)
• The interpretation of crossed orthogonals in wave refraction phenomena. (U.S. Beach Erosion Board, 1951), by United States. Beach Erosion Board (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 (U.S. Beach Erosion Board, 1951), by Willard J. Pierson (page images at HathiTrust)
• Wind set-up and waves in shallow water. (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. (U.S. Beach Erosion Board, 1953), by United States. Beach Erosion Board (page images at HathiTrust)
• Laboratory investigation of the vertical rise of solitary waves on impermeable slopes. (U.S. Beach Erosion Board, 1953), by United States. Beach Erosion Board (page images at HathiTrust)
• Analysis of moving fetches for wave forecasting (U.S. Beach Erosion Board, 1953), by Kenneth Kaplan (page images at HathiTrust)
• Wave forecasting relationships for the Gulf of Mexico (U.S. Beach Erosion Board, 1956), by Charles L. Bretschneider (page images at HathiTrust)
• Wave statistics for the Gulf of Mexico off Brownsville, Texas (U.S. Beach Erosion Board, 1956), by Charles L. Bretschneider and Roy D Gaul (page images at HathiTrust)
• Wave statistics for the Gulf of Mexico off Caplen, Texas (U.S. Beach Erosion Board, 1956), by Charles L. Bretschneider and Roy D Gaul (page images at HathiTrust)
• Wave statistics for the Gulf of Mexico off Burrwood, Louisiana (U.S. Beach Erosion Board, 1956), by Charles L. Bretschneider and Roy D Gaul (page images at HathiTrust)
• Wave statistics for the Gulf of Mexico off Apalachicola, Florida (U.S. Beach Erosion Board, 1956), by Charles L. Bretschneider and Roy D Gaul (page images at HathiTrust)
• Wave statistics for the Gulf of Mexico off Tampa Bay, Florida (U.S. Beach Erosion Board, 1956), by Charles L. Bretschneider and Roy D Gaul (page images at HathiTrust)
• Wave extinction by pneumatic breakwater (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)
• Model study of the dynamics of the shell model "donut" moored in water gravity waves (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 (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)
• Theory of motions of craft in waves. (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. (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 (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 (University of California, Institute of Engineering Research, Waves Research Laboratory, 1953), by Osvald Sibul, Berkeley. Institute of Engineering Research. Waves Investigation Laboratory University of California, and United States. Office of Naval Research (page images at HathiTrust; US access only)
• The motion of a floating sphere in surface waves (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)
• Experimental determination of pressures exerted by waves on a rigidly supported box of small draft (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 University of California (page images at HathiTrust; US access only)
• Effects of reefs and bottom slopes on wind set-up in shallow water (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 (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 (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)
• Wave velocity method of depth determination for non-uniform short crested wave systems by aerial photography (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)
• A note on the linearized deep water theory of wave profile and wave resistance calculations (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 (University of California, Institute of Engineering Research, 1958), 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 (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)
• Secondary wave crest formation (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 (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)
• The design wave in shallow water (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 (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 (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 (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)
• Water gravity waves generated by a moving low pressure area (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)
• Model study of water gravity waves generated by moving circular low pressure area (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 nozzle type ground effect machine operating over water : water surface configuration (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 nozzel type ground effect machine operating over water : nonuniformity of jet momentum (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)
• Research on annular nozzle type ground effect machine operating over water : operation over waves / c by R.L. Wiegel ... [et al.] (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)
• Wave investigations : [monthly] progress report (Scripps Institution of Oceanography ;, 1945), by Scripps Institution of Oceanography, Berkeley. Department of Oceanography University of California, and United States Navy Department Bureau of Ships (page images at HathiTrust)
• The theory of waves of finite height (Shell Development Company, Exploration and Production Research Division, 1956), by John Chappelear and Shell Development Company (page images at HathiTrust; US access only)
• The highest periodic wave in water of constant depth (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 (Shell Development Company, Exploration and Production Research Division, 1959), by John Chappelear and Shell Development Company (page images at HathiTrust; US access only)
• An experimental study of wave absorbers (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 (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)
• Rock movement in large-scale tests of riprap stability under wave action (U.S. Coastal Engineering Research Center, 1967), by Thorndike Saville (page images at HathiTrust)
• Longshore current velocity : a review of theory and data (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 (California Institute of Technology, Hydrodynamics Laboratory, Hydraulic Structures Division, 1952), by John H. Carr and United States. Bureau of Yards and Docks (page images at HathiTrust)
• Waves against a cliff overhanging at an angle of 135⁰ (New York University, Institute of Mathematics and Mechanics, 1947), by Eugene Isaacson and New York University. Institute of Mathematics and Mechanics (page images at HathiTrust; US access only)
• Development of criteria for shore protection against wind-generated waves for lakes and ponds in Illinois (University of Illinois Water Resources Center, 1975), by Nani G. Bhowmik (page images at HathiTrust; US access only)
• Irregular wave runup on smooth slopes (U.S. Army, Coastal Engineering Research Center ;, 1981), by John Ahrens and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Laboratory effects in beach studies : volume VIII, analysis of results from 10 movable-bed experiments (Coastal Engineering Research Center ;, 1978), by Charles B. Chesnutt and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Surging in the Shark River boat basin (U.S. Army Coastal Engineering Research Center, 1980), by J. Richard Weggel and Robert M. Sorensen (page images at HathiTrust)
• Wave stability study of riprap-filled cells : hydraulic model investigation (The Station ;, 1983), by Dennis G Markle, Hydraulics Laboratory (U.S.), 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 (The Station ;, 1983), by Dennis G. Markle (page images at HathiTrust)
• Irregular wave-induced velocities in shallow water (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Nels John Sultan, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Depth-limited significant wave height : a spectral approach (U.S. Army Corps of Engineers Coastal Engineering Research Center ;, 1982), by Charles L. Vincent (page images at HathiTrust)
• A method for estimating deterministic water waves contaminated with random background noise (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)
• Prediction of overtopping rates for irregular waves on riprap revetments (U.S. Army Engineer Waterways Experiment Station ;, 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)
• Investigation of in-shore harbor, Site X : report 1 : design for optimum wave conditions : hydraulic model investigation (Waterways Experiment Station, 1966), by H. B. Wilson, Waterways Experiment Station (U.S.), and United States. Naval Facilities Engineering Command (page images at HathiTrust)
• Marching long surface waves through two-port basins (Hawaii Institute of Geophysics, University of Hawaii, 1976), by Rudolph W. Preisendorfer (page images at HathiTrust; US access only)
• Geotechnical data inventory : southern California coastal zone : Cape San Martin (Monterey County) to Mexican border : coast of California storm and tidal waves study. (U.S. Army Corps of Engineers, Los Angeles District, Planning Division, Coastal Resources Branch ;, 1985), by United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• On the detection of "inertial" waves with pycnocline followers (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)
• Water waves produced by cratering explosions in shallow water (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)
• Development of criteria for shore protection against wind- generated waves for lakes and ponds in Illinois : final report (University of Illinois, Water Resources Center, 1975), by Nani G. Bhowmik (page images at HathiTrust; US access only)
• A study of the effects of waves on evaporation from free water surfaces (United States Department of the Interior, Bureau of Reclamation, 1969), by Calvin C Easterbrook and United States Bureau of Reclamation (page images at HathiTrust)
• Spectral analysis of shallow water waves in Lake Michigan (Dept. of the Army, Lake Survey District, Corps of Engineers, 1968), by Paul Chi Liu, United States. Army. Corps of Engineers. Lake Survey District, U.S. Lake Survey, and Conference on Great Lakes Research (Proceedings. . . Conference on Great Lakes Research) (page images at HathiTrust)
• Transmission of wave energy through and overtopping of the Long Beach, California breakwater : hydraulic model investigation (U.S. Waterways Experiment Station, 1976), by Lyndell Z. Hales (page images at HathiTrust; US access only)
• Seasonal variations in Great Lakes design wave heights : Lake Erie (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)
• Numerical modeling of explosion waves (The Station ;, 1983), by James R. Houston, Lucia W. Chou, Hydraulics Laboratory (U.S.), and United States. Defense Nuclear Agency (page images at HathiTrust)
• Evaluation and development of water wave theories for engineering application (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)
• Maximum periodic wave runup on smooth slopes (U.S. Army Engineer Waterways Experiment Station ;, 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)
• Los Angeles Harbor Pier 400 long wave probability analysis data summary (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)
• An introduction to hydrodynamics and water waves (Boulder, Colo. : Environmental Science Servies Administration, 1969., 1969), by Bernard LeMéhauté (page images at HathiTrust)
• The performance of an offset breakwater configuration in wind generated waves (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 (Hawaii Institute of Geophysics, University of Hawaii, 1974), by Richard Paul Shaw (page images at HathiTrust; US access only)
• Bank protection on Mississippi and Missouri Rivers (Mississippi River Commission], 1935), by T H. Jackson (page images at HathiTrust)
• A variational approach to nonlinear wave theory (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)
• Mississippi Sound wave-hindcast study (The Station ;, 1983), by Robert E. Jensen and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Impulsive waves generated by falling weights in shallow water : laboratory investigation (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)
• Surface waves generated by explosions in shallow water : field investigation (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 (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)
• Reflection of solitary waves. ([Washington, D.C.] : U.S. Beach Erosion Board, 1949., 1949), by United States. Beach Erosion Board, United States War Department, and United States. Army. Office of the Chief of Engineers (page images at HathiTrust)
• Modificaton of wave height due to bottom friction, percolation, and refraction (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 (U.S. Beach Erosion Board, 1954), by Charles L. Bretschneider and Texas A & M University (page images at HathiTrust)
• Mission Bay Harbor, design for wave protection (U.S. Army Engineer District, Los Angeles ;, 1983), by Charles R. Curren and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• The mechanics of the motion of discrete spherical bottom sediment particles due to shoaling waves ([Washington, D.C.] : U.S. Beach Erosion Board, 1958., 1958), 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 effect of fetch width on wave generation ([Washington, D.C.] : U.S. Beach Erosion Board, 1954., 1954), 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)
• Model tests on a triple-bulkhead type of floating breakwater (U.S. Beach Erosion Board, 1957), by Culbertson W. Ross (page images at HathiTrust)
• Laboratory study of the generation of wind waves in shallow water (U.S. Beach Erosion Board, 1955), by Osvald J. Sibul (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 (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 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)
• Explosion-generated water waves : field tests to determine effects of depth of detonation (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 literature review of the effects of waves on aquatic plants (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)
• Wave action and sand movement near Anaheim Bay, California ([Washington, D.C.] : U.S. Beach Erosion Board, 1956., 1956), 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)
• Effect of bottom roughness on wind tide in shallow water (U.S. Beach Erosion Board, 1957), by Ernest Glenn Tickner (page images at HathiTrust)
• Laboratory study of wind tides in shallow water ([Washington, D.C.] : U.S. Beach Erosion Board, 1955., 1955), 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 reefs and bottom slopes on wind set-up in shallow water (U.S. Beach Erosion Board, 1960), by Ernest Glenn Tickner (page images at HathiTrust)
• Experimental study on the solitary wave reflection along a straight sloped wall at oblique angle of incidence (U.S. Beach Erosion Board, 1961), by T. C. Chen (page images at HathiTrust)
• Laboratory data on wave run-up and overtopping on shore structures ([Washington, D.C.] : U.S. Beach Erosion Board, 1955., 1955), 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)
• Laboratory data on wave run-up on roughened and permeable slopes (U.S. Beach Erosion Board, 1959), by Rudolph P. Savage (page images at HathiTrust)
• Laboratory study of breaking wave forces on piles (U.S. Beach Erosion Board, 1958), by Michael Alexander Hall (page images at HathiTrust)
• Mechanics of bottom sediment movement due to wave action (U.S. Beach Erosion Board, 1955), by Madhav Manohar (page images at HathiTrust)
• Model study of wave refraction (U.S. Beach Erosion Board, 1957), by Robert L. Wiegel and A. L. Arnold (page images at HathiTrust)
• Suspended sediment sampling in laboratory wave action ([Washington, D.C.] : U.S. Beach Erosion Board, 1959., 1959), 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)
• Civil Works Investigation Program CW166, CW167 ([Washington, D.C.] : U.S. Beach Erosion Board, 1955., 1955), 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)
• An electronic wave spectrum analyzer and its use in engineering problems (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 (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 (U.S. Beach Erosion Board, 1955), by Osvald J. Sibul (page images at HathiTrust)
• Model study of overtopping of wind-generated waves on levees with slopes of 1:3 and 1:6 (U.S. Beach Erosion Board, 1956), by Osvald J. Sibul and Ernest Glenn Tickner (page images at HathiTrust)
• Re-analysis of existing wave force data on model piles (U.S. Beach Erosion Board, 1955), by R. Curtis Crooke (page images at HathiTrust)
• Orbital velocity associated with wave action near the breaker zone ([Washington, D.C.] : U.S. Beach Erosion Board, 1956., 1956), 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)
• A laboratory study of short-crested wind waves ([Washington, D.C.] : U.S. Beach Erosion Board, 1956., 1956), 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)
• Approximate response of water level on a sloping shelf to a wind fetch which moves toward shore ([Washington, D.C.] : U.S. Beach Erosion Board, 1956., 1956), 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)
• Wave-generated ripples in nearshore sands ([Washington, D.C.] : U.S. Beach Erosion Board, 1957., 1957), 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)
• Large-scale tests of wave forces on piling : preliminary report (U.S. Beach Erosion Board, 1959), by Culbertson W. Ross (page images at HathiTrust)
• On the theory of the highest waves (U.S. Beach Erosion Board, 1959), by J. E. Chappelear (page images at HathiTrust)
• The damping of oscillatory waves by laminar boundary layers (U.S. Beach Erosion Board, 1959), by Peter S. Eagleson (page images at HathiTrust)
• Civil Works Investigation Program, Project CW 166 and CW 167 ([Washington, D.C.] : U.S. Beach Erosion Board, 1961., 1961), 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)
• The analysis of observational data from natural beaches (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 (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 (U.S. Beach Erosion Board, 1963), by Edmund V. Laitone (page images at HathiTrust)
• On the scattering of water waves by a circular disk (Washington D. C. : Mathematics Division, Office of Scientific Research, U.S. Air Force, 1959., 1959), by Richard C. MacCamy, United States. Air Force. Office of Scientific Research, and Carnegie Institute of Technology. Department of Mathematics (page images at HathiTrust)
• Multimode long wave transport in irregular basins (Hawaii Institute of Geophysics, University of Hawaii, 1975), by Frank I. González (page images at HathiTrust; US access only)
• Investigation of tidally induced turbulent flow (U.S. Army Engineer Waterways Experiment Station ;, 1985), by Norman W. Scheffner, U.S. Army Engineer Waterways Experiment Station, and United States. Assistant Secretary of the Army (R & D) (page images at HathiTrust)
• Wave refraction at Coos Bay, Oregon : coastal model investigation ([Vicksburg, Miss.] : [U.S. Army Engineer Waterways Experiment Station], [1988], 1988), by Ernest R. Smith, United States. Army. Corps of Engineers. Portland District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Underwater blast effects from explosive severance of offshore platform legs and well conductors (Naval Surface Warfare Center ;, 1990), by Joseph G. Connor and Naval Surface Warfare Center (U.S.) (page images at HathiTrust)
• NMLONG : numerical model for simulating the longshore current. report 1, Model development and tests (U.S. Army Engineer Waterways Experiment Station, 1991), by Nicholas C. Kraus, Magnus Larson, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and Dredging Research Program (U.S.) (page images at HathiTrust)
• Nearshore wave breaking and decay (U.S. Army Engineer Waterways Experiment Station, 1993), 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)
• Wave forces on vertical walls : an overview of recent work with annotated bibliography (U.S. Army Engineer Waterways Experiment Station, 1989), by Theodore Green, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and University of Wisconsin--Madison. Department of Civil and Environmental Engineering (page images at HathiTrust)
• Explosion-generated waves in shallow water : field investigation (U.S. Army Engineer Waterways Experiment Station, 1987), by Robert R. Bottin, Douglas G. Outlaw, United States. Defense Nuclear Agency, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• The effect of breaking waves on the directional spectrum of waves in water of variable depth in the presence of current ([U.S. Army Engineer Waterways Experiment Station, 1989), by C. C. Tung, Yong J. Cho, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and North Carolina State University. Department of Civil Engineering (page images at HathiTrust)
• Wave reflection from natural beaches (U.S. Army Engineer Waterways Experiment Station, 1991), by Todd L. Walton, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Visual wave observations along the Lake Michigan shore (Dept. of the Army, Lake Survey District, Corps of Engineers, 1970), by Paul Chi Liu, John G. Housley, United States. Army. Corps of Engineers. Lake Survey District, and U.S. Lake Survey (page images at HathiTrust)
• Waves generated by a piston-type wavemaker (U.S. Army Corps of Engineers, Coastal Engineering Research Center, 1971), by Ole Secher Madsen, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and D.C.) Coastal Engineering Conference (12th : 1970 : Washington (page images at HathiTrust)
• Comparison of pressure and staff wave gage records (U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1971), by Dinorah C. Esteva, D. Lee Harris, Coastal Engineering Research Center (U.S.), and D.C.) Coastal Engineering Conference (12th : 1970 : Washington (page images at HathiTrust)
• The analysis of wave records (U.S. Army Engineer Coastal Engineering Research Center, 1971), by D. Lee Harris, Coastal Engineering Research Center (U.S.), and D.C.) Coastal Engineering Conference (12th : 1970 : Washington (page images at HathiTrust)

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