The Online Books Page

Books by John P. Ahrens:

Books in the extended shelves:

• Ahrens, John P.: Approximate upper limit of irregular wave runup on riprap ([U.S. Army Engineer Waterways Experiment Station] ;, 1988), also by Martha S. Heimbaugh, Coastal Engineering Research Center (U.S.), United States. Army. Corps of Engineers. Jacksonville District, United States. Army. Corps of Engineers. Detroit District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Ahrens, John P.: Characteristics of reef breakwaters ([U.S. Army Engineer Waterways Experiment Station] ;, 1987), also by Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Ahrens, John P.: Criteria for evaluating coastal flood-protection structures (U.S. Army Engineer Waterways Experiment Station, 1989), also by Todd L. Walton, Robert G. Dean, Clifford L. Truitt, U.S. Army Engineer Waterways Experiment Station, and United States Federal Emergency Management Agency (page images at HathiTrust)
• Ahrens, John P.: 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), also by Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Ahrens, John P.: The elevation and duration of wave crests (U.S. Army Corps of Engineers, Coastal Engineering Research Center ;, 1983), also by William N. Seelig and William G. Grosskopf (page images at HathiTrust)
• Ahrens, John P.: Estimating nearshore conditions for irregular waves (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1980., 1980), also by William N. Seelig and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Ahrens, John P.: 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), also by William N. Seelig and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Ahrens, John P.: Experimental model investigation ([U.S. Army Engineer Waterways Experiment Station] ;, 1993), also by Donald L. Ward, 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)
• Ahrens, John P.: Irregular wave overtopping of seawall/revetment configurations, Roughans Point, Massachusetts : experimental model study ([U.S. Army Engineer Waterways Experiment Station] ;, 1986), also by 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)
• Ahrens, John P.: 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), also by Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Ahrens, John P.: Laboratory study of a dynamic berm revetment (U.S. Army Engineer Waterways Experiment Station ;, 1992), also 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)
• Ahrens, John P.: Large wave tank tests of riprap stability (Springfield, Virginia : National Technical Information Service, 1975., 1975), also by Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Ahrens, John P.: Maximum periodic wave runup on smooth slopes (U.S. Army Engineer Waterways Experiment Station ;, 1990), also by Todd L. Walton, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Ahrens, John P.: Methods to reduce wave runup and overtopping of existing structures ([U.S. Army Engineer Waterways Experiment Station] ;, 1988), also by 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)
• Ahrens, John P.: A model study of the entrance channel, Depoe Bay, Oregon (Washington, D.C. : U. S. Army Coastal Engineering Research Center, 1967., 1967), also by Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Ahrens, John P.: 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), also by Bruce L. McCartney and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Ahrens, John P.: Overtopping rates for seawalls (U.S. Army Engineer Waterways Experiment Station ;, 1992), also by Donald L. Ward, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Ahrens, John P.: Physical model tests of irregular wave overtopping and pressure measurements (U.S. Army Engineer Waterways Experiment Station, 1988), also by Martha S. Heimbaugh, D. Donald Davidson, Peter J. Grace, United States. Army. Corps of Engineers. Norfolk District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Ahrens, John P.: 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), also by Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Ahrens, John P.: 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), also by Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Ahrens, John P.: Riprap stability scale effects (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1982., 1982), also by Laurie L. Broderick and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Ahrens, John P.: Stability of Gobi block revetment to wave attack (Springfield, Virginia : National Technical Information Service, 1975., 1975), also by Bruce L. McCartney and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Ahrens, John P.: Wave attenuation by artificial seaweed (Fort Belvoir, Virginia : U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1976., 1976), also by Coastal Engineering Research Center (U.S.) (page images at HathiTrust)

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