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Breakwaters -- Maintenance and repair

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Filed under: Breakwaters -- Maintenance and repair

Review of long-term maintenance plans for the south jetty, Grays Harbor, Washington (U.S. Army Corps of Engineers, Waterways Experiment Station, 1995), by United States. Army. Corps of Engineers. Committee on Tidal Hydraulics, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
Rehabilitation of permeable breakwaters and jetties by void sealing : summary report (U.S. Army Engineer Waterways Experiment Station ;, 1990), by David P. Simpson, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Evaluation Repair (page images at HathiTrust)
Hydraulic model investigation: designs for rubble-mound breakwater repair, Kahului Harbor, Maui, Hawaii (Waterways Experiment Station, 1964), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
Stability of rubble-mound breakwater and jetty toes : survey of field experience ([U.S. Army Engineer Waterways Experiment Station] ;, 1986), by Dennis G Markle, Evaluation Repair, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Prototype experience with the use of dissimilar armor for repair and rehabilitation of rubble-mound coastal structures (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Robert D. Carver, 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)
Case histories of Corps breakwater and jetty structures. Report 2, South Atlantic Division (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Francis E. Sargent, 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)
Case histories of Corps breakwater and jetty structures. Report 3, North Central Division (U.S. Army Engineer Waterways Experiment Station, 1988), by Robert R. Bottin, Evaluation Repair, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Case histories of Corps breakwater and jetty structures. Report 4, Pacific Ocean Division (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Francis E. Sargent, Peter J. Grace, Dennis G. Markle, 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)
Case histories of Corps breakwater and jetty structures : Report 7, New England Division (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Francis E. Sargent, Robert R. Bottin, 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)
Case histories of Corps breakwater and jetty structures. Report 8, Lower Mississippi Valley Division (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Francis E. Sargent, Robert R. Bottin, 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)
Case histories of Corps breakwater and jetty structures. Report 9, Southwestern Division (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Francis E. Sargent, Robert R. Bottin, 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)
Stability of dolos and tribar overlays for rehabilitation of stone-armored rubble-mound breakwater and jetty trunks subjected to breaking waves ([U.S. Army Engineer Waterways Experiment Station] ;, 1988), by Robert D Carver, Brenda J Wright, Evaluation Repair, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
Stability of dolos overlays for rehabilitation of dolos-armored rubble-mound breakwater and jetty trunks subjected to breaking waves (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Robert D. Carver, Brenda J. Wright, Evaluation Repair, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Stability of dolos overlays for rehabilitation of tribar-armored rubble-mound breakwater and jetty trunks subjected to breaking waves (U.S. Army Engineer Waterways Experiment Station :, 1988), by Robert D. Carver, Evaluation Repair, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
State-of-the-art procedures for sealing coastal structures with grouts and concretes (U.S. Army Engineer Waterways Experiment Station ;, 1989), by David P. Simpson, Evaluation Repair, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Stability of dolos overlays for rehabilitation of stone-armored rubble-mound breakwater heads subjected to breaking waves (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Robert D Carver, Evaluation Repair, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Stability of toe berm armor stone and toe buttressing stone on rubble-mound breakwaters and jetties : physical model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Dennis G. Markle, 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)
Case histories of Corps breakwater and jetty structures. Report 5, North Atlantic Division (U.S. Army Engineer Waterways Experiment Station] ;, 1988), by Ernest R. Smith, 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)
Case histories of Corps breakwater and jetty structures. Report 6, North Pacific Division (U.S. Army Engineer Waterways Experiment Station] ;, 1988), by Donald L. Ward, 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)
Stability test of modified repair options for San Pedro Breakwater, Los Angeles, California : coastal model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1986., 1986), by R. Clay Baumgartner, C. Ray Herrington, D. Donald Davidson, Robert D. Carver, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Rehabilitation of the south jetty, Ocean City, Maryland (U.S. Army Engineer Waterways Experiment Station, 1994), by Gregory P. Bass, Larry E. Parson, Steven G. Underwood, Edward T. Fulford, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
Stability of dolos and tribar overlays for rehabilitation of stone-armored rubble-mound breakwater and jetty trunks subjected to breaking waves (Department of the Army, Waterways Experiment Station ;, 1988), by Robert D. Carver, Brenda J. Wright, Evaluation Repair, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Newport North Marina, Yaquina Bay, Oregon, design for wave protection : coastal model investigation (U.S. Army Engineer Waterways Experiment Station, 1996), by Robert R. Bottin, Michael Jeffrey Briggs, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)

Filed under: Breakwaters -- Maintenance and repair -- Evaluation

Stability study of the 1978 jetty rehabilitation, Yaquina Bay, Oregon, in response to 1979-1980 storm season waves (U.S. Army Corps of Engineers, Waterways Experiment Station, 1994), by Robert D. Carver, Michael Jeffrey Briggs, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)

Filed under: Rubble mound breakwaters -- Maintenance and repair -- Evaluation

Laboratory techniques for evaluating effectiveness of sealing voids in rubble-mound breakwaters and jetties with grouts and concretes (U.S. Army Engineer Waterways Experiment Station ;, 1990), by David P. Simpson, Jeffrey L. Thomas, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and Evaluation Repair (page images at HathiTrust)
Periodic inspections of Kahului and Laupahoehoe breakwaters, Hawaii. Report 1, Base conditions (U.S. Army Engineer Waterways Experiment Station, 1994), by Dennis G. Markle, Stanley J. Boc, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)

Filed under: Rubble mound breakwaters -- United States -- Maintenance and repair -- Evaluation

Coastal/shore protection structures, condition rating procedures for rubble breakwaters and jetties, initial report (Construction Engineering Research Laboratory, 1991), by Donald E. Plotkin, Joan Pope, D. Donald Davidson, United States Army Corps of Engineers, and Construction Engineering Research Laboratory (U.S. : 1969-1992) (page images at HathiTrust)

Filed under: Breakwaters -- Maintenance and repair -- Models

Laboratory techniques for evaluating effectiveness of sealing voids in rubble-mound breakwaters and jetties with grouts and concretes (U.S. Army Engineer Waterways Experiment Station ;, 1990), by David P. Simpson, Jeffrey L. Thomas, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and Evaluation Repair (page images at HathiTrust)

Filed under: Breakwaters, Mobile -- Maintenance and repair

Monitoring completed coastal projects : operational assessment of floating breakwaters, Puget Sound, Washington (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1988., 1988), by Eric E. Nelson, J. Michael Hemsley, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

Filed under: Rubble mound breakwaters -- Maintenance and repair

Rehabilitation of permeable breakwaters and jetties by void sealing : summary report (U.S. Army Engineer Waterways Experiment Station ;, 1990), by David P. Simpson, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Evaluation Repair (page images at HathiTrust)
State-of-the-art procedures for sealing coastal structures with grouts and concretes (U.S. Army Engineer Waterways Experiment Station ;, 1989), by David P. Simpson, Evaluation Repair, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Stability of dolos overlays for rehabilitation of stone-armored rubble-mound breakwater heads subjected to breaking waves (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Robert D Carver, Evaluation Repair, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Repair of localized armor stone damage on rubble-mound structures : coastal model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1990), by Donald L. Ward, Dennis G. Markle, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and Evaluation Repair (page images at HathiTrust)

Filed under: Rubble mound breakwaters -- California -- Morro Bay (Bay) -- Maintenance and repair

Designs for rubble-mound breakwater repair, Morro Bay Harbor, California : hydraulic model investigation. (U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1961), by U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

Filed under: Breakwaters -- California -- Santa Monica -- Maintenance and repair

Santa Monica breakwater feasibility report (The District, 1995), by United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)

Filed under: Breakwaters -- Michigan -- New Buffalo Harbor -- Maintenance and repair -- Planning

New Buffalo Harbor, Michigan : letter from the Secretary of the Army transmitting a letter from the Chief of engineers, Department of the Army, dated May 22, 1962, submitting a report, together with accompanying papers and an illustration, on a review of the reports on New Buffalo Harbor, Michigan, requested by Resolutions of the Committees on Public Works, United States Senate and House of Representatives, adopted June 20, 1957 and July 16, 1958. (G.P.O., 1962), by United States. Army. Office of the Chief of Engineers (page images at HathiTrust; US access only)

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

Filed under: Breakwaters

Closely Spaced Piles as a Breakwater (Berkeley: University of California, Hydraulic Engineering Laboratory, Wave Research Projects, 1961), by Robert L. Wiegel (page images at HathiTrust)
Features of various offshore structures (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center, 1975., 1975), by Joseph Peraino, Lydon Amy, Tomasz Plodowski, Burr L. Chase, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
Concept analysis; offshore breakwater-oil storage system (U. S. Coastal Engineering Research Center, 1975), by Joseph Peraino and Tomasz Plodowski (page images at HathiTrust)
A simplified method for determining vertical breakwater crest elevation considering wave height transmitted by overtopping (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1976., 1976), by William N. Seelig and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
Sequential observations of experiments on submerged breakwaters. ([Ann Arbor, Mich., 1953), by V. D. Merkys (page images at HathiTrust)
Principles and practice of harbour construction (Longmans, 1895), by William Shield (page images at HathiTrust)
Coast erosion and protection. (C. Griffin & company, limited;, 1913), by Ernest Romney Matthews (page images at HathiTrust; US access only)
Travaux maritime. Phénomènes marins--accès des ports. (Baudry et cie., 1891), by Félix Laroche (page images at HathiTrust)
Design of seawalls and breakwaters (U.S. Lake Survey, 1958), by Ira Augustus Hunt and U.S. Lake Survey (page images at HathiTrust)
Experimental studies of hydraulic breakwaters (University of Minnesota, St. Anthony Falls Hydraulic Laboratory, 1956), by John B Herbich, C. Edward Bowers, Jürgen Ziegler, United States. Office of Naval Research, and St. Anthony Falls Hydraulic Laboratory (page images at HathiTrust)
Experimental studies of pneumatic and hydraulic breakwaters (St. Anthony Falls Hydraulic Laboratory, University of Minnesota, 1955), by J. M Wetzel, United States. Office of Naval Research, and St. Anthony Falls Hydraulic Laboratory (page images at HathiTrust)
Wave action in relation to engineering structures (Govt. print. off., 1904), by David Du Bose Gaillard (page images at HathiTrust)
Supplemental report on reconstruction of the Santa Monica breakwater, Santa Monica, California (reconnaissance level) ([Los Angeles District, Corps of Engineers?], 1990), by United States. Army. Corps of Engineers. Los Angeles District and Engineers Moffatt & Nichol (page images at HathiTrust)
Periodic inspection of jetties at Manasquan Inlet, New Jersey : armor unit monitoring for period 1994-1998 (U.S. Army Engineer Waterways Experiment Station, 1999), by Robert R. Bottin, William F. Rothert, Monitoring Completed Navigation Projects Program, 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. Report 5, Experimental measurements of refraction and diffraction downcoast of an oblique breakwater (U.S. Army Engineer Waterways Experiment Station ;, 1984), by Lyndell Z. Hales and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
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)
Reliability of rubble-mound breakwater stability models (U. S. Army Engineer Waterways Experiment Station, 1975), by Robert Y. Hudson (page images at HathiTrust)
Concrete armor units for protection against wave attack (Waterways Experiment Station, 1974), by Ad Hoc Committee on Artificial Armor Units for Coastal Structures and Robert Y. Hudson (page images at HathiTrust)
Design for prevention of beach erosion at Presque Isle beaches, Erie, Pennsylvania (U.S. Army Engineer Waterways Experiment Station ;, 1983), by William C. Seabergh, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
Prospectus of the National Floating Breakwater Company capital, £250,000. in 25,000 shares of £10. each : deposit £2. per share. (s.n., 1838), by National Floating Breakwater Company (page images at HathiTrust)
Empirical verification of transference equations in laboratory study of breakwater stability (Waterways Experiment Station, 1948), by Waterways Experiment Station (U.S.) and United States. Mississippi River Commission (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: stability of rubble-mound breakwaters (U.S. Waterways Experiment Station, 1953), by 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, 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: selection of optimum plan for improvements in Nassau Harbor, New Providence, Bahamas (Waterways Experiment Station, 1965), by Charles W. Brasfeild, Waterways Experiment Station (U.S.), and Bahamas. Ministry for Maritime Affairs (page images at HathiTrust)
Stability of rubble-mound breakwaters : Nassau Harbor, Nassau, New Providence, Bahamas ; hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1965), by R. A. Jackson (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: stability of rubble-mound tsunami barrier, Hilo Harbor, Hawaii (Waterways Experiment Station, 1967), by A. M. Kamel, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Honolulu District (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 of Santa Barbara Harbor, California (Army Engineer Waterways Experiment Station, 1967), 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: selection of optimum alignment, length, and height of breakwaters, New Buffalo Harbor, Michigan (Waterways Experiment Station, 1967), by Yin Ben Dai, H. B. Wilson, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)
Hydraulic model investigation: detached breakwater and improved navigation entrance, Lorain Harbor, Lorain, Ohio (Waterways Experiment Station, 1963), by Waterways Experiment Station (U.S.) (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)
Improvement of navigation conditions, Conneaut Harbor Ohio; hydraulic model investigation. (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)
Hydraulic model investigation: design for optimum wave conditions, Crescent City Harbor, Crescent City, California (Waterways Experiment Station, 1968), by Paul K. Senter and Charles W. Brasfeild (page images at HathiTrust)
Hydraulic model investigation: design for expansion of Port San Luis, California (Waterways Experiment Station, 1969), by C. E. Chatham and Charles W. Brasfeild (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: 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)
Hydraulic model investigation: design of entrance channel improvements for Ludington Harbor, Michigan (Waterways Experiment Station, 1975), by Leroy G. Crosby and C. E. Chatham (page images at HathiTrust)
Hydraulic model investigation: shore effect model, Atlantic Generating Station (Waterways Experiment Station, 1975), by Robert D. Carver (page images at HathiTrust)
Design for wave protection, flood control, and prevention of shoaling, Cattaraugus Creek Harbor, New York : hydraulic model investigation : final report (Waterways Experiment Station, 1975), by Robert R. Bottin and C. E. Chatham (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)
Breakwater stability study, Imperial Beach, California : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory ;, 1977), by Dennis G. Markle, Robert D. Carver, Waterways Experiment Station (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
Case histories of Corps breakwater and jetty structures. Report 1, South Pacific Division (U.S. Army Engineer Waterways Experiment Station, 1988), by Robert R. Bottin, 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)
Case histories of Corps breakwater and jetty structures. Report 2, South Atlantic Division (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Francis E. Sargent, 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)
Case histories of Corps breakwater and jetty structures. Report 3, North Central Division (U.S. Army Engineer Waterways Experiment Station, 1988), by Robert R. Bottin, Evaluation Repair, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Case histories of Corps breakwater and jetty structures. Report 4, Pacific Ocean Division (U.S. Army Engineer Waterways Experiment Station ;, 1988), by Francis E. Sargent, Peter J. Grace, Dennis G. Markle, 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)
Case histories of Corps breakwater and jetty structures : Report 7, New England Division (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Francis E. Sargent, Robert R. Bottin, 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)
Case histories of Corps breakwater and jetty structures. Report 8, Lower Mississippi Valley Division (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Francis E. Sargent, Robert R. Bottin, 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)
Case histories of Corps breakwater and jetty structures. Report 9, Southwestern Division (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Francis E. Sargent, Robert R. Bottin, 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)
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)
Breakwater rehabilitation study, Crescent City Harbor, California : coastal model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1985), by R. Clay Baumgartner, D. Donald Davidson, Robert D. Carver, United States. Army. Corps of Engineers. Los Angeles District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Detached breakwaters for shore protection (U.S. Army Engineer Waterways Experiment Station ;, 1986), by William R. Dally, Joan Pope, 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)
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)
Investigation of breakwater stability at Presque Isle Peninsula, Erie, Pennsylvania (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Peter J. Grace, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Coastal model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Robert D. Carver, Brenda J. Wright, Donald D. Davidson, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
Coastal model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1991), by Robert D. Carver, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
Scour problems and methods for prediction of maximum scour at vertical seawalls (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Jimmy E. Fowler, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
Noyo River and Harbor, California, design for harbor entrance protection : coastal model investigation (U.S. Army Engineer Waterways Experiment Station, 1994), by Robert R. Bottin, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
Periodic inspection of Cleveland Harbor East Breakwater, Ohio. Report 1, Base conditions (U.S. Army Engineer Waterways Experiment Station, 1995), by Robert R. Bottin, Michael C. Mohr, David W. Marcus, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
Hydraulic model investigation : stability of rubble-mound breakwater, Jubail Harbor, Saudi Arabia (U.S. Waterways Experiment Staton, 1976), by Robert D. Carver, D. Donald Davidson, and United States. Army. Corps of Engineers. Mediterranean Division (page images at HathiTrust; US access only)
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)
Experimental measurements of refraction and diffraction downcoast of an oblique breakwater (U.S. Army Engineer Waterways Experiment Station ;, 1984), by Lyndell Z. Hales and U.S. Army Engineer Waterways Experiment Station (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: Oceanside Harbor and Beach, California, design of structures for harbor improvement and beach erosion control (U.S. Army Engineer Waterways Experiment Station ;, 1980), by Charles R. Curren, C. E. Chatham, United States. Army. Corps of Engineers. Los Angeles District, and Waterways Experiment Station (U.S.). Hydraulics Laboratory (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)
Breakwater and revetment stability study, San Juan National Historic Site, San Juan, Puerto Rico : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1981), by Dennis G. Markle, United States. National Park Service. Southeast Regional Office, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
Kahului breakwater stability study, Kahului, Maui, Hawaii : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1982), by Dennis G. Markle, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
Nawiliwili breakwater stability study, Nawiliwili Harbor, Kauai, Hawaii : hydraulic model investigation (US Army Corps of Engineers, Hydraulics Laboratory ;, 1983), by Dennis G. Markle, C. Ray Herrington, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
Case histories of Corps breakwater and jetty structures. Report 5, North Atlantic Division (U.S. Army Engineer Waterways Experiment Station] ;, 1988), by Ernest R. Smith, 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)
Case histories of Corps breakwater and jetty structures. Report 6, North Pacific Division (U.S. Army Engineer Waterways Experiment Station] ;, 1988), by Donald L. Ward, 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)
Diffraction of water waves passing through a breakwater gap (University of California, Library Photographic Service, 1950), by Frank Lee Blue (page images at HathiTrust; US access only)
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)
Revised wave runup curves for smooth slopes (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1978., 1978), by Philip N. Stoa and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
Wave runup on rough slopes (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1979., 1979), by Philip N. Stoa 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)
Estimation of wave transmission coefficients for permeable breakwaters (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1979., 1979), by William N. Seelig 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)
Estimation of flow through offshore breakwater gaps generated by wave overtopping (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1980., 1980), by William N. Seelig, Todd L. Walton, 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)
An annotated bibliography on detached breakwaters and artificial headlands (Fort Belvoir, Virginia : U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1979., 1979), by John R. Lesnik and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
Field experiences with floating breakwaters in the eastern United States (Fort Belvoir, Virginia : U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1982., 1982), by Andrew V. Baird, Neil W. Ross, 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)
Tests of low-density marine limestone for use in breakwaters (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1976., 1976), by Daniel M. Allison, R. P. Savage, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
Wave reflection and transmission at permeable breakwaters (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1976., 1976), by Charles K. Sollitt, Ralph Herbert Cross, 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)
Reanalysis of wave runup on structures and beaches (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1978., 1978), by Philip N. Stoa and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
Estimation of wave reflection and energy dissipation coefficients for beaches, revetments, and breakwaters (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1981., 1981), by William N. Seelig, John P. Ahrens, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
Wave transmission and mooring-force characteristics of pipe-tire floating breakwaters (U.S. Army, Corps of Engineers, Coastal Engineering Research Center ;, 1982), by Volker W. Harms (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)
A solution for the wave velocity field existing on an underwater portion of an impervious sloping breakwater (Vicksburg, Mississippi : Waterways Experiment Station, 1964., 1964), by A. Trampus, R.W. Whalin, National Marine Consultants, and Waterways Experiment Station (U.S.) (page images at HathiTrust)
Sediment budget calculations, Oceanside, California (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1983., 1983), by J. Richard Weggel, Gene R. Clark, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
Evaluation of numerical models for a floating breakwater (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1987., 1987), by Kozo Bando, Choule J. Sonu, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
The Colonial Beach, Virginia, detached breakwater project (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1989., 1989), by Julie Dean Rosati, Joan Pope, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Spud Point Marina breakwater, Bodega Bay, Sonoma County, California (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), by Jonathan W. Lott, U.S. Army Engineer Waterways Experiment Station, United States. Army. Corps of Engineers. San Francisco District, Coastal Engineering Research Center (U.S.), and Monitoring Completed Coastal Projects Program (page images at HathiTrust)
Water wave transmission through and reflection by pervious coastal structures : hydraulic laboratory investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1969., 1969), by A. M. Kamel, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
Fisherman's Wharf area, San Francisco Bay, California, design for wave protection : physical and numerical model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1985., 1985), by Robert R. Bottin, Marvin G. Mize, Francis E. Sargent, United States. Army. Corps of Engineers. San Francisco District, United States. Army. Corps of Engineers. Los Angeles District, Coastal Engineering Research Center (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)
Accretion of beach sand behind a detached breakwater. (U.S. Beach Erosion Board, 1950), by United States. Beach Erosion Board (page images at HathiTrust)
Model hydraulic breakwater studies (University of California, Institute of Engineering Research, Wave Research Laboratory, 1959), by C. M. Snyder, United States. Office of Naval Research, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust)
Shipboard hydraulic breakwater (University of California, Institute of Engineering Research, Wave Research Laboratory, 1957), by R. A. Dilley, United States. Office of Naval Research, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust)
Pneumatic breakwaters (III) : field test at Ha-Jima (University of California, Institute of Engineering Research, Wave Research Laboratory, 1958), by Michinori Kurihara, Kiyoshi Horikawa, Berkeley. Institute of Engineering Research University of California, and Kaigan Kōgaku Kōenkai (3rd : 1956) (page images at HathiTrust)
Three-dimensional model studies of hydraulic breakwaters (University of California, Hydraulic Engineering Laboratory, Wave Research Laboratory, 1958), by Kiyoshi Horikawa, 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)
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)
Verification of the Froude modeling law for hydraulic breakwater (University of California, Hydraulic Engineering Laboratory, Wave Research Projects, 1960), by John A. Williams, 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)
A ripple tank study of wave refraction (University of California, Institute of Engineering Research, Wave Research Projects, 1955), by G. C. Ralls, United States. Beach Erosion Board, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust)
Floating breakwater survey to 15 August 1959 (University of California, Hydraulic Engineering Laboratory, Wave Research Projects, 1959), by Robert L. Wiegel, Berkeley. Hydraulic Engineering Laboratory University of California, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust; US access only)
Floating breakwater survey, Summer and Fall, 1960 (University of California, Hydraulic Engineering Laboratory, Wave Research Projects, 1961), by Hsieh Wen Shen, United States. Bureau of Yards and Docks, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust)
Final report on hovering breakwaters / c by R.L. Wiegel, H.W. Shen, J.D. Cumming. (University of California, Hydraulic Engineering Laboratory, Wave Research Projects, 1961), by Robert L. Wiegel, J. D. Cumming, Hsieh Wen Shen, United States. Bureau of Yards and Docks, and Berkeley. Institute of Engineering Research University of California (page images at HathiTrust)
Diffraction of periodic waves along a vertical breakwater for small angles of incidence (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)
Breakwaters with vertical and sloping faces (Dept. of the Army, Corps of Engineers, US Army Coastal Research Ctr. : distributed by the Nat'l Technical Information Service, 1966), by Thorndike Saville, Charles E. Lee, William J. Garcia, Coastal Engineering Research Center (U.S.), and International Congress of Navigation (21st : 1965 : Stockholm) (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)
Model study of locations for a proposed breakwater in San Juan Harbor, Puerto Rico. (Waterways Experiment Station, 1940), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
Deep water harbor in southern California : Port Los Angeles vs. San Pedro : full report of oral testimony at public hearings in Los Angeles, December 1896 ([publisher not identified], 1897), by Calif United States. Board Appointed to Locate a Deep-Water Harbor at Port Los Angeles or at San Pedro (page images at HathiTrust)
Breakwater rehabilitation study, Crescent City Harbor, California : coastal model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1985), by R. Clay Baumgartner, D. Donald Davidson, Robert D. Carver, United States. Army. Corps of Engineers. Los Angeles District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
Design of breakwaters and jetties. (Headquarters, Dept. of the Army, Office of the Chief of Engineers, 1963), by United States Army Corps of Engineers (page images at HathiTrust)
Design of breakwaters and jetties. (Govt. Print. Off.], 1957), by United States Army Corps of Engineers (page images at HathiTrust)
Camp Ellis Beach, Saco Bay, Maine model study of beach erosion : coastal model investigation (U.S. Army Engineer Waterways Experiment Station, 1995), by Robert R. Bottin, Zeki Demirbilek, Marvin G. Mize, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New England Division (page images at HathiTrust)
Newport North Marina, Yaquina Bay, Oregon, design for wave protection : coastal model investigation (U.S. Army Engineer Waterways Experiment Station, 1996), by Robert R. Bottin, Michael Jeffrey Briggs, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
Periodic inspection of Nawiliwili Harbor Breakwater, Kauai, Hawaii. Report 1, Base conditions (U.S. Army Engineer Waterways Experiment Station, 1996), by Robert R. Bottin, Stanley J. Boc, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
Periodic inspection of Burns Harbor North Breakwater, Indiana. Report 1, Base conditions (U.S. Army Engineer Waterways Experiment Station, 1996), by Robert R. Bottin, Erik W. Matthews, Monitoring Completed Coastal Projects Program (U.S.), Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (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)
Design and construction, composite type detached breakwater : Los Angeles-Long Beach Harbors, California (The Office, 1939), by United States. Army. Corps of Engineers. Engineer Office (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)
Investigation of in-shore harbor, Site X : report 2 : designs of riprap cover layers : hydraulic model investigation (Waterways Experiment Station, 1966), by R. A. Jackson, Waterways Experiment Station (U.S.), and United States. Naval Facilities Engineering Command (page images at HathiTrust)
Placed-stone stability tests, Tillamook, Oregon : hydraulic model investigation : final report (U.S. Army Engineer Waterways Experiment Station, 1979), by Dennis G. Markle, D. Donald Davidson, and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
Engineering and design : design of coastal revetments, seawalls, and bulkheads. (Dept. of the Army, Corps of Engineers, Office of the Chief of Engineers, 1985), by United States Army Corps of Engineers (page images at HathiTrust)
Study of public use of jetties, groins and breakwaters for recreational activities (U.S. Army Corps of Engineers, Institute for Water Resources, Water Resources Support Center, 1984), by James J. Comiskey and U.S. Army Engineer Institute for Water Resources (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)
Stability tests of Nawiliwili breakwater repair : final report (Waterways Experiment Station ;, 1978), by D. Donald Davidson (page images at HathiTrust)
Stability of rubble-mound breakwater, Maalaea Harbor, Maui, Hawaii : hydraulic model investigation : final report (U.S. Army Engineer Waterways Experiment Station ;, 1981), by Robert D. Carver, Dennis G. Markle, and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
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)
Criteri per comparare la resistenza di varii tipi di noli; sunto di conferenza fatta al R. Politecrico di Roma. (Stabilimento tipolitografico del genio civile, 1912), by Luigi Luiggi (page images at HathiTrust; US access only)
Wave dissipation by compressed air : Pneumatic breakwater (University of California, Dept. of Engineering, 1960), by S I. Radionov, Hildegard Arnesen, Berkeley. Wave Research Laboratory University of California, Berkeley. Institute of Engineering Research University of California, and United States. Office of Naval Research (page images at HathiTrust; US access only)
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)
City of San Leandro marina, Alameda County, California : final environmental statement (The Corps, 1975), by United States Army Corps of Engineers (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)
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)
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)
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)
Tethered float breakwater near-shore ocean model (Naval Ocean Systems Center, 1980), by J. D. Clinkenbeard and United States. Naval Facilities Engineering Command (page images at HathiTrust)
Water wave refraction/diffraction/shoaling investigation, Crescent City, California (U.S. Army Engineer Waterways Experiment Station, 1985), by Lyndell Z. Hales, United States. Army. Corps of Engineers. Los Angeles District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

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