Books by Robert S. Bernard:
Books in the extended shelves:
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Bernard, Robert S.: Depth-averaged numerical modeling for curved channels (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), also by Michael L. Schneider, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)- Bernard, Robert S.: Development of a projectile penetration theory : report 1, penetration theory for shallow to moderate depths (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1975), also by S. V. Hanagud, Waterways Experiment Station (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
- Bernard, Robert S.: Development of a projectile penetration theory : report 2, deep penetration theory for homogeneous and layered targets (U.S. Waterways Experiment Station, 1976), also by United States Army Corps of Engineers (page images at HathiTrust)
- Bernard, Robert S.: Numerical model for depth-averaged incompressible flow (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1993., 1993), also by Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Evaluation Repair (page images at HathiTrust)
- Bernard, Robert S.: Numerical model for reservoir hydrodynamics with application to bubble diffusers (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1988., 1998), also by 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. Chicago District (page images at HathiTrust)
- Bernard, Robert S.: Pressure calculation for two-dimensional flow inside hydraulic structures (Dept. of the Army, Waterways Experiment Station, Corps of Engineers ;, 1986), also by United States Army Corps of Engineers and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
- Bernard, Robert S.: Projectile penetration in soil and rock : analysis for non-normal impact : final report (U.S. Army Engineer Waterways Experiment Station ;, 1979), also by Daniel C. Creighton, Waterways Experiment Station (U.S.). Structures Laboratory, and United States. Defense Nuclear Agency (page images at HathiTrust)
- Bernard, Robert S.: The response of a spherical bubble to a plane pressure wave (Albuquerque, New Mexico : Sandia Corporation, 1972., 1972), also by F. R. Norwood, Sandia Corporation, and U.S. Atomic Energy Commission (page images at HathiTrust)
- Bernard, Robert S.: WESSEL: Code for numerical simulation of two-dimensional time-dependent width-averaged flows with arbitrary boundaries (U.S. Army Engineer Waterways Experiment Station, 1985), also by Joe F. Thompson, Environmental and Water Quality Operational Studies (U.S.), United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
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