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Waterways Experiment Station (U.S.)

Books from the extended shelves:

• Waterways Experiment Station (U.S.): [Information about the Engineer Department Research Center and type of information available]. (Waterways Experiment Station, 1939) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): [The proper location of break-water structures to protect harbors or portions of harbors against the action of waves] (U.S. Waterways Experiment Station, Engineer Department Research Centers, 1941) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Accelerated traffic tests : summary report : Air Support Command Base, Beltsville, Maryland ... (Waterways Experiment Station, 1947) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Accelerated traffic tests; summary report: Air Support Command Base, Beltsville, Md., Corpus Christi Municipal Airport, Corpus Christi, Tex., Dothan Municipal Airport, Dothan, Ala., Fargo Municipal Airport, Fargo, N.D., Grenier Field, Manchester, N.H., Lewistown Satellite Airfield, Lewistown, Mont., Natchitoches Municipal Airport, Natchitoches, La. [and] Richmond Army Air Base, Richmond, Va. (Vicksburg, 1947) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Acoustic flowmeter prototype evaluation tests (Waterways Experiment Station, 1968), also by Ellis B. Pickett and United States. Army. Corps of Engineers. Huntington District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Additional investigations of nonshrink grouts : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Concrete Laboratory, 1977), also by John A. Boa and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Aggregates for mass concrete. (Waterways Experiment Station, 1954) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Air blast in an arctic environment. (U.S. Army Engineer Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Air entrainment in concrete design. (Waterways Experiment Station, 1947), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Aircraft operations on unsurfaced soil, soil measurements and analyses, Project Rough Road Alpha. (Army Engineer Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Airplane landing mat investigation. (Waterways Experiment Station, 1944) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Airplane landing mat investigation : tests on steel, pierced type, M7. (U.S. Waterways Experiment Station, 1948), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Analogs of Yuma terrain in the Middle East Desert : report 4 : volume I (Waterways Experiment Station, 1966), also by Charles R. Kolb, William K. Dornbusch, and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Analogs of Yuma terrain in the northwest African desert : report 6 : volume II. (Waterways Experiment Station, 1965) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Analogs of Yuma terrain in the southwest United States desert. (U.S. Army Engineer Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Analysis of consolidation of earth and rockfill dams : Volume 1, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by C. S. Chang, J. M. Duncan, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Analysis of permanent deformations of flexible airport pavements : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory ;, 1977), also by Yu T. Chou, United States Army Corps of Engineers, and United States Federal Aviation Administration (page images at HathiTrust)
• Waterways Experiment Station (U.S.): An analytical model for predicting cross-country vehicle performance : appendix C : vehicle performance in vertical obstacles (surface geometry) (Waterways Experiment Station, 1972), also by Claude A. Blackmon, N. R. Murphy, United States. Army Materiel Command, and United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): An analytical model for predicting cross-country vehicle performance : appendix F : soil-vehicle relations on soft clay soils (surface composition) (Waterways Experiment Station, 1970), also by Claude A. Blackmon, United States. Army Materiel Command, and United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Anchor systems for prefabricated membrane surfacing for Army helicopter landing pads : report 1 : engineering tests, May 1964 (Waterways Experiment Station, 1965), also by Sidney G. Tucker and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Annotated bibliography on effects of salinity and salinity changes on life in coastal waters (Vicksburg, Mississippi : Waterways Experiment Station, 1973., 1973), also by S.H. Hopkins, Texas A & M Research Foundation, and Texas A & M University. Department of Biology (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Annotated bibliography on the geologic, hydraulic, and engineering aspects of tidal inlets. (U.S. Army Engineer Waterways Experiment Station, 1976), also by John H. Barwis and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Annual summary of investigations in support of the Civil Works Program. (U.S. Army Engineer Waterways Experiment Station., 1952) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Applications of the finite element method in geotechnical engineering; proceedings. (U.S. Army Engineering Waterways Experiment Station, 1972), also by Miss.) Symposium on Applications of the Finite Element Method in Geotechnical Engineering (1972 : Vicksburg (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Aquatic disposal field investigations, Eatons Neck disposal site, Long Island Sound : appendix F, predisposal baseline conditions of phytoplankton assemblages, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory, 1977), also by Robert Nuzzi, New York Ocean Science Laboratory, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Arizona Canal Diversion Channel : selection of roughness coefficients for designing the concrete-lined channel (Vicksburg, Mississippi : U.S. Army, Corps of Engineers, Waterways Experiment Station, 1985., 1985), also by United States. Army. Corps of Engineers. Committee on Channel Stabilization (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Artillery weapon dust alleviation tests (U.S. Army Engineer Waterways Experiment Station, 1966), also by Joseph L. Decell and United States. Army Weapons Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Assessment of terrain input data to Engineer Horizontal Construction Effort Model : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by J. H. Shamburger and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Assessment of terrain input data to Engineer Horizontal Construction Effort Model : volume 1, main text, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by J. H. Shamburger and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Atchafalaya River delta quasi-two-dimensional model of delta growth and impacts on river stages. (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1988., 1988), also by William A. Thomas, D.G. Clark, J. P. Stewart, R. E. Heath, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): B. Everett Jordan Lake water-quality study : final report (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1976), also by Bruce Loftis, John L. Grace, and Peter E. Saunders (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Basic statistical definitions and procedures. (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Bay Springs Lake : water-quality study : hydraulic laboratory investigation (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1976), also by Steven C. Wilhelms (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Baywide suspended sediment transport modeling (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1996., 1996), also by Allen M. Teeter, William L. Boyt, Christopher J. Callegan, Thad C. Pratt, Joseph V. Letter, 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. San Francisco District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Beach stabilization tests of landing mats and prefabricated membranes. (Army Engineer Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): BFM, Beach Fill Module. Report 1, Beach Morphology Analysis Package (BMAP)--user's guide (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1994., 1994), also by Barry G. Sommerfeld, Magnus Larson, Nicholas C. Kraus, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Bibliography on grouting : final report (Waterways Experiment Station, 1978) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Bibliography on tidal hydraulics. Supplement. (Vicksburg, Miss., 1955) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Bibliography on tidal hydraulics. supplement no. 2, supplementary material compiled from May 1955 to May 1957 - CWI item no. 816 tidal flows in rivers and harbors (U.S. Army Corps of Engineers, Committee on Tidal Hydraulics, 1957), also by United States. Army. Corps of Engineers. Committee on Tidal Hydraulics (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Bibliography on tidal hydraulics. supplement no. 4, supplementary material compiled from May 1959 to May 1965 - ES 816 Tidal flows in rivers and harbors (Committee on Tidal Hydraulics, Corps of Engineers, U.S. Army, 1965), also by United States. Army. Corps of Engineers. Committee on Tidal Hydraulics and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Bibliography on tidal hydraulics. supplement no. 6, supplementary material compiled from May 1968 to May 1971 - ES 816 tidal flows in rivers and harbors. (Committee on Tidal Hydraulics, Corps of Engineers, U.S. Army, 1971), also by United States. Army. Corps of Engineers. Committee on Tidal Hydraulics (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Biological assessment of the soluble fraction of the standard elutriate test : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory, 1977), also by Peter J. Shuba, Karon L. Wong, Joe H. Carroll, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): 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), also by Dennis G. Markle, Robert D. Carver, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Bulletin (U.S. Waterways Experiment Station, 1938) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Bulletin (The Station, in the 1st century), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Calculation of stress and strain from triaxial test data on undrained soil specimens (Waterways Experiment Station, 1971), also by J. Q. Ehrgott and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Capabilities for resolution of hydraulic problems through model studies. (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Capabilities in hydraulic prototype analysis. (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Capabilities in nuclear weapons effects research. (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Case histories of liquefaction failures (U.S. Army Engineer Waterways Experiment Station, Soils and Pavements Laboratory, 1976), also by Paul A. Gilbert (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A case history of Port Mansfield Channel, Texas (Dept. of Defense, Dept. of the Army, Corps of Engineers, Coastal Engineering Research Center ;, 1977), also by James M. Kieslich and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Cavitation at baffle piers (Waterways Experiment Station, 1956) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Cement performance in concrete (Waterways Experiment Station, 1967), also by Bryant Mather and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Certain considerations in the design of flexible pavements, bases and subgrades (Waterways Experiment Station, 1947), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Certain requirements for flexible pavement design for B-29 planes (United States. Waterways Experiment Station, 1945), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Channel improvements, Farm Creek, Illinois : hydraulic model investigation (U.S. Waterways Experiment Station, 1953), also by United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Charleston Harbor navigation study, South Carolina, verification tests : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by Howard A. Benson and United States. Army. Corps of Engineers. Charleston District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Charts for preliminary design of deep underground structures subjected to dynamic loads : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Weapon Effects Laboratory, 1977), also by James R. Britt, United States Army Corps of Engineers, and United States. Defense Nuclear Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Chesapeake Bay Hydraulic Model (The District, 1982), also by United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Chesapeake Bay radioactive tracer study : final report (U.S. Army Engineer, Waterways Experiment Station, Hydraulics Laboratory, 1976), also by Allen R. Tool (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Clarence Cannon Re-regulation Structure, Salt River, Missouri : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1996., 1996), also by Herman O. Turner, 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. St. Louis District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Classification and engineering properties of dredged material : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Environmental Effects Laboratory ;, 1977), also by Michael J. Bartos and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Columbia-Cowlitz-Toutle Rivers, Washington, restoration subsequent to Mt. St. Helens eruption (Vicksburg, Mississippi : U.S. Army, Corps of Engineers, Waterways Experiment Station, 1985., 1985), also by United States. Army. Corps of Engineers. Committee on Channel Stabilization (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Combined CBR criteria. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Compaction requirements for soil components of flexible airfield pavements. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparative compressive strength of rodded and vibrated cylinders. (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparative engineering traffic tests of 10-, 11-, 12- gage M8 steel landing mats. (U.S. Waterways Experiment Station, 1955), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparative performance of structural layers in pavement systems : volume II, analysis of test section data and presentation of design and construction procedures : final report (Waterways Experiment Station, 1977) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparative performance of structural layers in pavement systems : volume IV, analysis of insulating layers in pavement test sections, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by Walter R. Barker, Frazier Parker, United States Federal Aviation Administration, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparison of compaction data developed by various types of mechanical and hand compaction hammers. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparison of engineering properties of selected temperate and tropical surface soils (Waterways Experiment Station, 1966), also by M. P. Meyer, United States. Army Materiel Command, and United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina (Coastal Engineering Research Center ;, 1977), also by D. Lee Harris, B. R. Bodine, Richard A. Sager, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina : Appendix 1, fixed-bed hydraulic model results (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1977., 1977), also by Richard A. Sager, William C. Seabergh, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina : Appendix 2, numerical simulation of hydrodynamics (WRE) (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1977., 1977), also by Frank D. Masch, J. Dwight Reagan, Robert J. Brandes, Water Resources Engineers, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina : Appendix 3, numerical simulation of hydrodynamics (Tracor) (Coastal Engineering Research Center ;, 1977), also by R. J. Chen, Louis A. Hembree, Inc Tracor, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina : Appendix 4, simplified numerical (lumped parameter) simulation (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1977., 1977), also by C. J. Huval, G. L. Wintergerst, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparison of performance characteristics in snow of the polecat and weasel. (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparison of properties of mass concrete containing 3- and 6-in. maximum size, crushed limestone coarse aggregate (Waterways Experiment Station, 1966), also by W. O. Tynes and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparison of results of dynamic in situ and laboratory tests for determination of soil moduli (Waterways Experiment Station, 1969), also by Robert W. Cunny, Zelma B. Fry, Stafford S. Cooper, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparison of results of liquid limit tests by standard and one-point methods. (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Comparison tests of plain and rifled dredge discharge pipe (Waterways Experiment Station, 1967), also by E. B. Pittard, A. G. Davis, James E. Glover, and United States. Army. Corps of Engineers. Memphis District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Concrete analyses, testing and research (Waterways Experiment Station, 1947), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Concrete cores from Dry Dock No. 2, Charleston Naval Shipyard, S.C. (Waterways Experiment Station, 1969), also by Alan D. Buck, Katharine Mather, and United States. Bureau of Yards and Docks (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Concrete ships and vessels : past, present, and future : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Concrete Laboratory ;, 1977), also by Tony C. Liu, J. E. MacDonald, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Connecting channel for Tioga and Hammond Lakes, Tioga River and Crooked Creek, Pennsylvania : hydraulic model investigation (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1976), also by Noel R. Oswalt and Glenn A. Pickering (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Contract report H. (Vicksburg, Miss., in the 20th century) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Contract report S. (Vicksburg, Miss., in the 20th century) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Contribution to the engineering soil classification of cohesionless soils : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory ;, 1977), also by Mosaid M. Al-Hussaini and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Crater measurements from a 100-ton surface explosion : U.S. Project 3, Canadian HE Test Program, 1961 (Waterways Experiment Station, 1962), also by J. N. Strange, B. E. Boggan, E. W. Flowers, S. E. Bartlett, J. M. Pinkston, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Crater measurements from a twenty-ton surface explosion (Waterways Experiment Station, 1962), also by J. N. Strange, Richard A. Sager, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Cratering from high explosive charges. Report 1, Compendium of crater data. (Army Engineer Waterways Experiment Station, 1960) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Cratering from high explosive charges. Report 2, Analysis of crater data. (Army Engineer Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Cratering in Greenland icecap snow (Waterways Experiment Station, 1970), also by John A. Conway, John W. Meyer, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Criteria for designing runways to be surfaced with landing mat and membrane-type materials. (Army Engineer Waterways Experiment Station, 1960) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Critical study of shallow seismic exploration in the limestone areas of the Ozark highlands. (Waterways Experiment Station, 1943) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Culvert pressures, Greenup Lock, Ohio River, Kentucky : hydraulic prototype tests (Waterways Experiment Station, 1966), also by Peter M. Smith, Ronald A. Yates, United States. Army. Corps of Engineers. Louisville District, United States. Army. Corps of Engineers. Huntington District, and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): CWI Item No. 506, Grouting of Foundation Sands and Gravels (Waterways Experiment Station, 1956), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): CWI Item No. 550, Grouting Research - Concrete Dam Foundations (Waterways Experiment Station, 1955), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): CWI Item No. 550, Grouting Research - Concrete Dam Foundations (Waterways Experiment Station, 1955), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): CWI Item No. 550, Grouting Research - Concrete Dam Foundations (Waterways Experiment Station, 1957), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): CWI Item No. 601, Research in Mass Concrete (Waterways Experiment Station, 1955), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): CWI Item No. 601, Research in Mass Concrete (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): CWI Item No. 804, "Analysis of Hydraulic Experimental Data for the Development of Design Criteria." (Waterways Experiment Station, 1956), also by United States Army Corps of Engineers and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Cypress Avenue Pumping Station : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1994., 1994), also by Bobby P. Fletcher, Hydraulics Laboratory (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Huntington District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Damping capacity of soil during dynamic loading : report 1 : review of mathematical material models (Waterways Experiment Station, 1972), also by Behzad Rohani and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Dauphin Island littoral transport calculations : final report (Waterways Experiment Station, Hydraulics Laboratory, 1977), also by Andrew W. Garcia and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Definition of "active fault" : final report (U.S. Army Engineer Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by David B. Slemmons, Roy McKinney, Mackay School of Mines, Woodward-Clyde Consultants, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Deflection of moving tires : report 1 : a pilot study on a 12 x 22.5 tubeless tire. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Deflection of moving tires : report 2 : tests with a 12.00-22.5 tubeless tire on asphaltic concrete, sand, and silt, 1959-1960. (Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Delaware River model study : dike rehabilitation, hydraulic model investigation. (U.S. Waterways Experiment Station, 1964) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Delaware River model study : report no. 1-, hydraulic and salinity verification (U.S. Waterways Experiment Station, 1956), also by United States. Army. Corps of Engineers. Philadelphia District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Delaware River model study : report no. 3, effects of proposed channel enlargement between Philadelphia and Trenton, appendix A, tests of alternate alignments of specific reaches and closure of Burlington Island Back Channel (U.S. Waterways Experiment Station, 1959), also by United States. Army. Corps of Engineers. Philadelphia District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Deleterious effects of form lumber on concrete surfaces (Waterways Experiment Station, 1967), also by Leonard Pepper, C. F. Derrington, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Demonstration of a methodology for dredged material reclamation and drainage : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory, 1974), also by Carl W. Garbe, Sri Amerasinghe, David D. Smith, and Dames & Moore (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Demonstration test of performance of heavy-load airfield pavements, Kelly AFB, San Antonio, Texas. (Waterways Experiment Station, 1957) (page images at HathiTrust)
• Waterways Experiment Station (U.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 Robert S. Bernard, Michael L. Schneider, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Description, proof test, and evaluation of blast load generator facility (Waterways Experiment Station, 1965), also by Gayle E. Albritton and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Descriptions of structures. (Waterways Experiment Station, 1939) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Design and analysis of underground reinforced-concrete arches. (U.S. Army Engineer Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Design and construction of retaining dikes for containment of dredged material : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory, 1977), also by David P. Hammer, Edward O Blackburn, United States. Army. Corps of Engineers. Savannah District, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Design criteria for lateral dikes in estuaries (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1993., 1993), also by Rutherford C. Berger, Michael P. Alexander, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Evaluation Repair (page images at HathiTrust)
• Waterways Experiment Station (U.S.): 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), also by Robert R. Bottin and United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Design of a laboratory microcosm for evaluating effects of dredged material disposal on marsh-estuarine ecosystems (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1978., 1978), also by United States Army Corps of Engineers, Environmental Laboratory (U.S. Army Engineer Waterways Experiment Station), Dredged Material Research Program (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Design of flexible airfield pavements for multiple-wheel landing gear assemblies; report (Vicksburg, 1952) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Design of flexible airfield pavements for multiple-wheel landing gear assemblies. Report no. 1, Test section with lean clay subgrade (Waterways Experiment Station, 1952), also by United States Army Corps of Engineers and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Design of flexible airfield pavements for multiple-wheel landing gear assemblies. Report no. 2, Analysis of existing data (WES, 1955), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Design of Jubail Harbor, Saudi Arabia, Royal Saudi Naval Expansion Program : hydraulic model investigation, final report (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1976), also by Michael L. Giles and C. E. Chatham (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Design of upper base courses for high-pressure tires : report no. 1, base course requirements as related to contact pressure (WES, 1953), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Design wave information for the Great Lakes (Hydraulics Laboratory, U.S. Army Engineer Waterways Experiment Station, 1976), also by Donald T. Resio and Charles L. Vincent (page images at HathiTrust)
• Waterways Experiment Station (U.S.): 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), also by Donald T. Resio and Charles L. Vincent (page images at HathiTrust)
• Waterways Experiment Station (U.S.): 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), also by Donald T. Resio, Charles L. Vincent, and United States. Army. Corps of Engineers. North Central Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Detailed design for Dyke Marsh demonstration area, Potomac River, Virginia : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Environmental Effects Laboratory, 1977), also by Michael R. Palermo, Timothy W Ziegler, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Detection of subsurface cavities (Army Engineer Waterways Experiment Station, 1973), also by Edward R. Bates and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Determination of rock mass permeability : final report (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1976), also by T. W. Zeigler (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Determination of the Hugoniot equation of state of grout : report 1 : 1963 tests (Waterways Experiment Station, 1965), also by Howard Sugiuchi and U.S. Atomic Energy Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Developing a set of CBR design curves. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Development and verification of a three-dimensional numerical hydrodynamic, salinity, and temperature model of Chesapeake Bay. Volume I, Main text and appendix D (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), also by Billy H. Johnson, B. B. Hseih, R. E. Heath, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Development of a microcracking technique for measuring in situ stress and strain : report 2 : field tests (Waterways Experiment Station, 1967), also by Richard L. Stowe and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.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 Robert S. Bernard, S. V. Hanagud, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Development of method of test for concrete mixer performance. (Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The development of methods for predicting soil moisture content : report on the Fairbanks, Alaska, extension (Waterways Experiment Station, 1955) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Development of methods of testing aggregate larger than 1-1/2 inch (Waterways Experiment Station, 1966), also by R. L. Curry, Alan D. Buck, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Development of procedures for nondestructive testing of concrete structures. Report 1, Present practices (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Concrete Laboratory ;, 1977), also by Henry T. Thornton and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Development of remote methods for obtaining soil information and location of construction materials using gamma ray signature for Project THEMIS : ... report to U.S. Army Engineer Waterways Experiment Station... (Dept. of Geology, Rice University, 1900), also by Rice University. Dept. of Geology (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Development of the gyratory testing machine and procedures for testing bituminous paving mixtures. (Army Engineer Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Diffusive and kinetic fluxes of phosphorus from sediments in relation to phosphorus dynamics in Lake Pepin, Upper Mississippi River (U.S. Army Corps of Engineers, Engineer Research and Development Center, 1999), also by William F. James, Harry L. Eakin, John W. Barko, Water Operations Technical Support Program (U.S.), and Engineer Research and Development Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Discussion of regulatory criteria for ocean disposal of dredged materials : elutriate test rationale and implementation guidelines (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1974., 1974), also by John W. Keeley, Robert M. Engler, Dredged Material Research Program (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): 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), also by Robert D. Carver, D. Donald Davidson, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Drainage characteristics of base course materials : laboratory investigation (Waterways Experiment Station, 1967), also by Eugene H. Nettles, Charles C. Calhoun, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Drainage systems and engineering measurement devices, St. Johns Bayou Floodgate, Missouri : appendix B, pumping tests and inspection of wells, 1965 (U.S. Waterways Experiment Station, 1965), also by Charles Curtis Trahan and United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Durability and behavior of prestressed concrete beams (Vicksburg, Miss., 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Durability of concrete exposed to natural weathering : concrete research : third interim report. (Waterways Experiment Station, 1947) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Durability of concrete exposed to natural weathering : concrete research : third interim report : supplement no. 1. (Waterways Experiment Station, 1950) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Dynamic analysis of Fort Peck Dam : final report (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1976), also by William F. Marcuson and E. L. Krinitzsky (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Dynamic bearing capacity of soils : report 2 : dynamically loaded small-scale footing tests on dry, dense sand (Waterways Experiment Station, 1967), also by Jack K. Poplin, United States Army Corps of Engineers, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Dynamic bearing capacity of soils : report 3 : the application of similitude to small-scale footing tests (Waterways Experiment Station, 1964), also by John Guy Jackson, Paul F. Hadala, United States Army Corps of Engineers, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Dynamic bearing capacity of soils : report 5 : vertical displacements of spread footings on clay : static and impulsive loadings. (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The dynamic response of buried concrete arches : Project 3.2, Operation Snowball (Waterways Experiment Station, 1967), also by N. Palacios, Thomas E. Kennedy, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Dynamic test of a model flexible-arch-type protective shelter : report 1 : pilot test (Waterways Experiment Station, 1967), also by Thomas E. Kennedy, James T. Ballard, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A dynamic ultimate strength study of simply supported two-way reinforced concrete slabs : final report (Waterways Experiment Station, 1967), also by D. R. Denton and United States Office of Civil Defense (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Dynamics of wheeled vehicles : report 2, implementation of Wiener-Bose Theory and application to ride dynamics (Waterways Experiment Station, 1971), also by A. S. Lessem (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Dynamics of wheeled vehicles : report 3, a statistical analysis of terrain-vehicle-speed systems (Waterways Experiment Station, 1971), also by N. R. Murphy (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Dynamics of wheeled vehicles : report 4, a statistical analysis of obstacle-vehicle-speed systems (Waterways Experiment Station, 1972), also by G. G. Switzer (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Earthquake generated SH waves in the near field and near-regional field : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by Robert B. Herrmann, St. Louis University. Department of Earth and Atmospheric Sciences, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Earthquake resistance of earth and rock-fill dams : report 3, feasibility of simulating earthquake effects on earth and rock-fill dams using underground nuclear events. (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1972), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Earthquake resistance of earth and rock-fill dams : report 5, permanent displacements of earth embankments by Newmark sliding block analysis (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory ;, 1977), also by A. G. Franklin, Frank K. Chang, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Ecological evaluation of proposed discharge of dredged or fill material into navigable waters : interim guidance for implementation of section 404(b)(1) of Public Law 92-500 (Federal Water Pollution Control Act Amendments of 1972) (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1976., 1976), also by Environmental Laboratory (U.S. Army Engineer Waterways Experiment Station), United States Army Corps of Engineers, Dredged Material Research Program (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effect of fineness of continuously graded coarse aggregate on properties of concrete (Waterways Experiment Station, 1968), also by W. O. Tynes and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effect of frictionless caps and bases in the cyclic triaxial test : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by Frank John Vernese, Kenneth Lester Lee, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): 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), also by Billy H. Johnson, Paul K. Senter, and United States. Army. Corps of Engineers. Ohio River Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effect of method of preparation of ends of concrete cylinders for testing (Waterways Experiment Station, 1972), also by K. L. Saucier and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effect of mold size and other factors on laboratory cone index measurements. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The effect of placement method on the response of soil stress gages (Waterways Experiment Station, 1967), also by Paul F. Hadala and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effect of sand grading on the properties of mass concrete. (Vicksburg, Miss., 1950) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The effect of temperature on the creep of concrete : a literature review (Waterways Experiment Station, 1970), also by H. G. Geymayer and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The effect of the angle of incidence on water-shock loading of underwater structures. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effect of vibration on air content of mass concrete (Waterways Experiment Station, 1952), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effectiveness of mineral admixtures in preventing excessive expansion of concrete due to alkali-aggregate reaction. (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effects of a proprietary chemical admixture on the properties of concrete (Waterways Experiment Station, 1954), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The effects of artificial stimulation of the turbulent boundary layer in rectangular conduits. (Waterways Experiment Station, 1956) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effects of cesium¹³⁷ irradiation on vegetation structure and optical density at El Verde, Puerto Rico (Waterways Experiment Station, 1969), also by A. Paul Desmarais and Billy T. Helmuth (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effects of CO₂ laser on water hyacinth growth (Corps of Engineers, Waterways Experiment Station, 1975), also by Katherine S. Long, Perry A. Smith, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The effects of cyclic triaxial testing techniques on the liquefaction behavior of Monterey No. 0 sand : final report (U.S. Army Enginer Waterways Experiment Station, Soils and Pavements Laboratory, 1976), also by John P Mulilis (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effects of explosions in deep water : final report. (Waterways Experiment Station, 1956), also by U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effects of explosions in shallow water : final report. (Waterways Experiment Station, 1955), also by U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effects of mechanical agitation on drying rate of fine-grained dredged material : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory, 1977), also by T. Allan Haliburton and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effects of salinity and temperature on commercial shrimp (Vicksburg, Mississippi : Waterways Experiment Station, 1974., 1974), also by A. Venkataramiah, Gordon Gunter, G. J. Lakshmi, United States Army Corps of Engineers, and Miss.) Gulf Coast Research Laboratory (Ocean Springs (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effects of stemming on underground explosions. (Waterways Experiment Station, 1957) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effects of strain rate in consolidated-undrained triaxial compression tests of cohesive soils : report 1 : Vicksburg silty clay (CL) (Waterways Experiment Station, 1970), also by Rául F. Esquivel-Díaz, Joseph R. Compton, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effects of traffic with small high-pressure tires on asphalt pavements (Waterways Experiment Station, 1950), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Effects on concrete quality of fluctuations, within specification limits, in coarse aggregate grading (Waterways Experiment Station, 1966), also by W. O. Tynes and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Efficacy of bentonite for control of seepage. (Waterways Experiment Station, 1938) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Efficacy of partial cutoffs for controlling underseepage beneath levees. (U.S. Waterways Experiment Station, 1949), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The elastic response of buried cylinders : critical literature review and pilot study (Waterways Experiment Station, 1966), also by Gayle E. Albritton and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Electrical resistivity exploration. (Waterways Experiment Station, 1949) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Elements of floating-debris control systems (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1988., 1988), also by Roscoe E. Perham, Evaluation Repair, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Embankment pore pressures during construction (Waterways Experiment Station, 1966), also by Gerald W. Clough, Joseph W. Snyder, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Empirical verification of transference equations in laboratory study of breakwater stability (Waterways Experiment Station, 1948), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering behavior of pavement materials : state of the art : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory ;, 1977), also by Yu T. Chou, United States Federal Aviation Administration, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering properties of nuclear craters. Report 2, Theoretical studies of cratering mechanisms affecting the stability of cratered slopes, Phase II (Army Engineer Waterways Experiment Station, 1965), also by A. S. Vesic and U.S. Army Engineer Nuclear Cratering Group (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering properties of nuclear craters. Report 5, Residual shear strength of weak shales (Waterways Experiment Station ;, 1966), also by H. G. Herrmann, Lyle Anthony Wolfskill, and United States. Army Engineer Nuclear Cratering Group (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering tests of experimental T11 aluminum airplane landing mat (Waterways Experiment Station, 1963), also by United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering tests of experimental T11 aluminum airplane landing mat : appendix B : development of revised design criteria for T11 landing mat (Waterways Experiment Station, 1966), also by D. N. Brown and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering tests of experimental T7 magnesium and modified standard steel airplane landing mats. (Waterways Experiment Station, 1957) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering tests of experimental T8 magnesium airplane landing mat. (Army Engineer Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering tests of modified T12 plastic airplane landing mat (Waterways Experiment Station, 1968), also by Hugh L. Green and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering tests of T10 steel airplane landing mat (modified M8), dust-alleviation type. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering tests of T12 plastic airplane landing mat. (U.S. Army Engineer Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering tests of T14 plastic airplane landing mat (Waterways Experiment Station, 1967), also by Hugh L. Green and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering tests of T17 membrane used as all-weather surfacing for two-way military roads (Waterways Experiment Station, 1967), also by Sidney G. Tucker, Timothy W. Vollor, and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering tests on Mobile Materials Laboratory M-11. (Waterways Experiment Station, 1956) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Engineering tests T13 plastic airplane landing mat (Waterways Experiment Station, 1965), also by Robert Turner and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Entrances to conduits of rectangular cross section (U.S. Waterways Experiment Station, 1956), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Environmental factors affecting ground mobility in Thailand : preliminary survey (Waterways Experiment Station, 1963), also by United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Environmental factors affecting ground mobility in Thailand : preliminary survey : appendix A : results of survey of existing data and literature (Waterways Experiment Station, 1963), also by United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Environmental factors affecting ground mobility in Thailand : preliminary survey : appendix C : soil trafficability (Waterways Experiment Station, 1963), also by United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Environmental factors affecting ground mobility in Thailand : preliminary survey : appendix D : vegetation (Waterways Experiment Station, 1963), also by United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Environmental factors affecting ground mobility in Thailand : preliminary survey : appendix E : surface geometry (Waterways Experiment Station, 1963), also by United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Environmental factors affecting ground mobility in Thailand : preliminary survey : appendix F : hydrologic geometry (Waterways Experiment Station, 1963), also by United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Environmental factors affecting ground mobility in Thailand : preliminary survey : appendix G : weather and climate (Waterways Experiment Station, 1963), also by United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Environmental factors affecting ground mobility in Thailand : preliminary survey : appendix H : evaluation of road observations (Army Engineer Waterways Experiment Station, 1963), also by United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Epoxy resins for use on civil works projects : report 1 : summary of data available as of 1 March 1959. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Estuary numbers (Vicksburg, Mississippi : U.S. Army, Corps of Engineers, Committee on Tidal Hydraulics, 1989., 1989), also by Garbis H. Keulegan, United States. Army. Corps of Engineers. Committee on Tidal Hydraulics, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Evaluation of applicability of AASHO Road Test results to Corps of Engineers flexible pavement design criteria (Waterways Experiment Station, 1966), also by Philip J. Vedros, D. N. Brown, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Evaluation of electric meters for determining moisture content of fine aggregate. (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Evaluation of Harvey Aluminum 1- by 12-ft extruded light-duty landing mat with overlap/underlap end connectors (Waterways Experiment Station, 1971), also by Hugh L. Green, Charles T. McCormick, and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Evaluation of Kaiser production aluminum honeycomb landing mat (Waterways Experiment Station, 1971), also by Charles T. McCormick and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Evaluation of laboratory suction tests for prediction of heave in foundation soils : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by Lawrence D. Johnson and H. Bolton Seed (page images at HathiTrust)
• Waterways Experiment Station (U.S.): An evaluation of movable-bed tidal inlet models (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1979., 1979), also by Subhash C. Jain, J. F. Kennedy, Iowa Institute of Hydraulic Research, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Evaluation of numerical storm surge models. (Vicksburg, Mississippi : U.S. Army, Corps of Engineers, Committee on Tidal Hydraulics, 1980., 1980) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): An evaluation of selected instruments used to measure the moisture content of hardened concrete : final report (U.S. Waterways Experiment Station, 1976), also by Edward F. O'Neil and J. E. McDonald (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Evaluation of surface shear strength measurements for use in laboratory mobility studies (Waterways Experiment Station, 1972), also by Thomas R. Patin and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Evaluation of T10 dust-alleviation-type steel landing mat as expedient surfacing for tactical assault airfields : engineering field tests, 1961-1966 (Waterways Experiment Station, 1968), also by Sidney G. Tucker and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Evaluation tests of a concrete mixer of the turbine type. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Evaluation tests of three-quarter-ton trailer equipped with Soil Testing Equipment Set No. 1 Revised. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Evapo-transpiration : excerpts from selected references (U. S. Southern Forest Experiment Station ;, 1953), also by Howard William Lull (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The Experiment Station soil mechanics bulletin. (Vicksburg, Miss., 1939) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Experiment to determine the effects of Mississippi River backwater on the Red River. (Waterways Experiment Station, 1933) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): An experimental study of arching in sand (Waterways Experiment Station, 1965), also by James W. McNulty and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Experiments to determine the backwater effects of submerged sills in the St. Clair River. (Waterways Experiment Station, 1934) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Experiments to determine the erosive effects of floodwaters on railroad embankments. (Waterways Experiment Station, 1931) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Exploration equipment for military construction : engineering tests. (U.S. Army Engineer Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Failure of footing-supported buried steel arches loaded statically (Waterways Experiment Station, 1970), also by John F. Munn, Thomas E. Kennedy, Gary L. Carre, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Fate of 2,4-D in fish and blue crabs (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Mobility and Environmental Systems Laboratory, 1977), also by Harish C. Sikka, United States Army Corps of Engineers, and Syracuse Research Corporation (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Fault assessment in earthquake engineering (Waterways Experiment Station, 1974), also by E. L. Krinitzsky and Waterways Experiment Station (U.S.). Soils and Pavements Laboratory (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Faults and earthquake magnitude (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by David B. Slemmons, Mackay School of Mines, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Feasibility of constructing large underground cavities : volume I : background, site selection, and summary (Waterways Experiment Station, 1964), also by United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Feasibility of using combustion-titrimetric apparatus and procedure to determine sulfate content in portland cements (Waterways Experiment Station, 1968), also by Tony B. Husbands and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Feasibility study of general crust management as a technique for increasing capacity of dredged material containment areas : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory ;, 1977), also by K. W. Brown, Louis Jean Thompson, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A feasibility study of lawn sod production and/or related activities on dredged material disposal sites : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory, 1975), also by Inc Arthur D. Little (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Feasibility study of the use of radar to detect surface and ground water (Waterways Experiment Station, 1966), also by Billy R. Davis, Albert N. Williamson, Jerry R. Lundien, United States. Army Materiel Command, and United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Field and laboratory investigation of design criteria and drainage wells. (Waterways Experiment Station, 1942), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Field compaction tests with Dynapactor. (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Field compaction tests with impact compactor : a Corps of Engineers research and development report (Waterways Experiment Station, 1955) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Field density determinations by sand volume and drive cylinder methods. (Waterways Experiment Station, 1957) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Field investigation of selected foundation piezometers (Waterways Experiment Station ;, 1969), also by Charles R. Furlow and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Field moisture content investigation. Report no. 3, November 1952 - May 1956 phase. (U.S. Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Field penetration tests for selection of sheepsfoot rollers (WES, 1951), also by United States Army Corps of Engineers and United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Field permeability tests, Commerce Landing, Mississippi, and Wilson Point, Louisiana. (U.S. Waterways Experiment Station, 1949), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Field soniscope tests of concrete. Report no. 1, 1953 tests (Waterways Experiment Station, 1954), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Field soniscope tests of concrete. Report no. 2, 1953-1957 tests. (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A field study of flocculation as a factor in estuarial shoaling processes (Vicksburg, Mississippi : U.S. Army, Corps of Engineers, Committee on Tidal Hydraulics, 1972., 1972), also by Ray B. Krone (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A field test of selected insects and pathogens for control of waterhyacinths : report 1, preliminary results for the 1975-76 season (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Mobility and Environmental Systems Laboratory, 1977), also by Eugene E Addor and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Field tests of nuclear instruments for the measurement of soil moisture and density (Waterways Experiment Station, 1955), also by United States. Forest Service. Vicksburg Infiltration Project (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Filling and emptying system for medium-lift locks, Trinity River, Texas : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by Noel R. Oswalt and United States. Army. Corps of Engineers. Fort Worth District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Filters for Enid and Grenada Dams (U.S. Waterways Experiment Station, 1948), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Fine-grained alluvial deposits and their effects on Mississippi River activity (Waterways Experiment Station, 1947), also by Harold Norman Fisk and United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Finite element analysis of a reinforced earth wall : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by Mosaid M. Al-Hussaini, Lawrence D. Johnson, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A finite element scheme for shock capturing (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1993., 1993), also by Rutherford C. Berger, U.S. Army Engineer Waterways Experiment Station, Development United States. Assistant Secretary of the Army (Research, and In-house Laboratory Independent Research Program (U.S. Army Engineer Waterways Experiment Station) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Fixed-cone valve prototype tests, final series, New Melones Dam, California (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1984., 1984), also by Timothy L. Fagerburg and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Floating debris control : a literature review (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1987., 1987), also by Roscoe E. Perham, Evaluation Repair, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Flood- control outlet structures for Tuttle Creek Dam, Big Blue River, Kansas : hydraulic model investigation (U.S. Waterways Experiment Station, 1954), also by United States. Army. Corps of Engineers. Kansas City District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Flood-control project for Allentown, Pennsylvania : hydraulic model investigation (U.S. Waterways Experiment Station, 1953), also by United States. Army. Corps of Engineers. Philadelphia District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Flood control project, Hoosic River, Adams, Massachusetts : report no. 1, model investigation of phase 1 of improvement works (U.S. Waterways Experiment Station, 1952), also by United States. Army. Corps of Engineers. New York District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Flood control project, Hoosic River, Adams, Massachusetts : report no. 2 : model investigation of phase II of improvement works (Waterways Experiment Station, 1957), also by United States. Army. Corps of Engineers. New York District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Flow characteristics in flood-control tunnel 10, Fort Randall Dam, Missouri River, South Dakota : hydraulic prototype tests. (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Flow in chute spillway at Fort Randall Dam : hydraulic prototype tests (Waterways Experiment Station, 1966), also by C. J. Huval, United States. Army. Corps of Engineers. Omaha District, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Forecasting trafficability of soils : airphoto approach : Report 6, Volume I (U.S. Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Forecasting trafficability of soils : development and testing of some average relations for predicting soil moisture (U.S. Waterways Experiment Station, 1959), also by United States Forest Service (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Forecasting trafficability of soils. Report no. 1- (Vicksburg, 1951), also by United States Forest Service (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Forecasting trafficability of soils. Report no. 10, Relations of strength to other properties of fine-grained soils and sands with fines (Waterways Experiment Station, 1971), also by J. G. Collins and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Forecasting trafficability of soils : report no. 4, information for predicting moisture in the surface foot of various soils (U.S. Waterways Experiment Station, 1957), also by United States Forest Service (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Forecasting trafficability of soils : Report no. 6, Airphoto approach (U.S. Waterways Experiment Station, 1963), also by A. A. Rula, W. E. Grabau, R. D. Miles, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Forecasting trafficability of soils. Report no. 7, A pilot study of soils subjected to freezing and thawing (U.S. Waterways Experiment Station, 1964), also by United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Fort Peck Tunnel No. 1 rehabilitation, Fort Peck Dam, Montana (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1993., 1993), also by Charles H. Tate, Richard G. McGee, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Free-field code predictions versus field measurements : a comparative analysis for the Prairie Flat Event (Waterways Experiment Station, 1971), also by J. S. Zelasko, George Y. Baladi, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Freeze-thaw enhancement of the drainage and consolidation of fine-grained dredged material in confined disposal areas : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory ;, 1977), also by Edwin J. Chamberlain, Scott Erhard Blouin, Cold Regions Research and Engineering Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Freezing-and-thawing tests of concretes of various strengths and air contents (Waterways Experiment Station, 1967), also by E. C. Roshore and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Fuel spillage, traffic, and blast testing of maintenance materials for rubberized-tar concrete airfield pavements : report 1 : 1956-1957 tests. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): General deformation (elastic and inelastic) and stress distribution theory in soils : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by R. Ledbetter (page images at HathiTrust)
• Waterways Experiment Station (U.S.): General investigation of tidal inlets report (U.S. Army Engineer Waterways Experiment Station, in the 20th century), also by United States Army Corps of Engineers and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Generic analysis of delta development (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1984., 1984), also by John T. Wells, James M. Coleman, Susan J. Chinburg, U.S. Army Engineer Waterways Experiment Station, Louisiana State University and Agricultural and Mechanical College. Coastal Studies Institute, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Geological investigation, HRS prototype test site investigation, Laramie Range, Wyoming (Waterways Experiment Station, 1971), also by Richard W. Hunt, Richard L. Stowe, J.L. Gatz, Joseph R. Curro, Roy E. Leach, and United States. Air Force. Systems Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Geological investigation of faulting in the lower Mississippi Valley (Waterways Experiment Station, 1950), also by Ellis Louis Krinitzsky, Harold N. Fisk, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Geological investigation of gravel depoists in the lower Mississippi Valley and adjacent uplands. (Waterways Experiment Station, 1949) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Geological investigation of the Atchafalaya Basin and the problem of Mississippi River diversion (Waterways Experiment Station, 1952), also by Harold Norman Fisk and United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Geology of boring 93 UES, Test Section III, Atchafalaya Levee System, Louisiana (Waterways Experiment Station, 1972), also by E. L. Krinitzsky, Jack T. Lewis, and United States. Army. Corps of Engineers. Lower Mississippi Valley Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Geology of Buckboard Mesa (Washington, D.C. : Department of Commerce, Office of Technical Services, 1964., 1964), also by D. C. Banks, Roger T. Saucier, U.S. Atomic Energy Commission, Project Plowshare (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Geology of the Mississippi River deltaic plain, southeastern Louisiana : volume 1. (Army Engineer Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Geometric parameters that influence floodplain flow : final report (U.S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory, 1977), also by Maurice James, Bobby J Brown, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The geometry of selected U.S. tidal inlets (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1980., 1980), also by Charles L. Vincent, William D. Corson, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Geomorphology of the Middle Mississippi River (Engineering Research Center, Colorado State University] ;, 1974), also by Daryl B. Simons, Michael A. Stevens, Stanley Alfred Schumm, and Colorado State University. Engineering Research Center (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Geotechnical engineering in the coastal zone (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1987., 1987), also by James W. Eckert, Gordon Callender, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Groundwater in alluvium of the Lower Mississippi Valley (upper and central areas) : volume II (Army Engineer Waterways Experiment Station, 1964), also by E. L. Krinitzsky, J. C. Wire, and United States. Army. Corps of Engineers. Lower Mississippi Valley Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Guide for effective engineering graphics, Waterways Experiment Station (U.S. Waterways Experiment Station, 1977) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Guidelines for material placement in marsh creation : final report (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1975., 1975), also by Lynn E. Johnson, William V. McGuinness, Environmental Effects Laboratory (U.S. Army Engineer Waterways Experiment Station), United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), Dredged Material Research Program (U.S.), U.S. Army Engineer Waterways Experiment Station, and Center for the Environment & Man (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Guidelines for monitoring and reporting demonstration projects : Section 32 Program, Streambank Erosion Control Evaluation and Demonstration Act of 1974, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory ;, 1977), also by Ellis B. Pickett, Bobby J Brown, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Guidelines for the design, adjustment, and operation of models for the study of river sedimentation problems (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1978., 1978), also by John J. Franco (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Gyratory compaction method for determining density requirements for subgrade and base of flexible pavements. (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Harry S. Truman Dam Spillway and Powerhouse, Osage River, Missouri. Volume 1, Main text : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), also by James R. Leech, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Kansas City District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Heat and blast effects of current-type jet aircraft on airfield pavements (Waterways Experiment Station, 1954), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Heat and blast effects on tar and tar-rubber pavements, Presque Isle Air Force Base, Maine (Waterways Experiment Station, 1954), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Heat dispersion in physical estuarine models : report 1: state of the art (Hydraulics Laboratory, U. S. Army Engineer Waterways Experiment Station, 1975), also by Victor L. Zitta, George W. Douglas, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Heat dispersion in physical estuarine models : report 2, experiments in the Delaware River model, report 2 of a series (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1976), also by Michael J. Trawle (page images at HathiTrust)
• Waterways Experiment Station (U.S.): High-strength, high-density concrete (Waterways Experiment Station ;, 1963), also by United States Office of Civil Defense (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Highlights of research on overland flow for advanced treatment of wastewater : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory, 1976), also by Charles R. Lee and Cold Regions Research and Engineering Laboratory (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): History of the Waterways Experiment Station. ([Vicksburg, Miss., 1968), also by J. B. Tiffany (page images at HathiTrust; US access only)
• Waterways Experiment Station (U.S.): Hydraulic effects of model distortion : report 1 : triangular-flume study of distortion effects. (Waterways Experiment Station, 1957) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic laboratory investigation: design of quarry-stone cover layers for rubble-mound breakwaters (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic laboratory investigation: erosion and riprap requirements at culvert and storm-drain outlets (Waterways Experiment Station, 1970), also by Joseph P. Bohan and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic laboratory investigation: evaluation of three energy dissipators for storm-drain outlets (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1971., 1971), also by John L. Grace, Glenn A. Pickering, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic laboratory investigation: investigations of various shapes of the upstream quadrant of the crest of a high spillway (Waterways Experiment Station, 1970), also by Edwin S. Melsheimer, Thomas E. Murphy, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), also by Deborah R. Cooper, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. St. Paul District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), also by Charles H. Tate, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), also by Walter M. Linder, Herman O. Turner, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Kansas City District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), also by Richard L. Stockstill, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Sacramento District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), also by Richard L. Stockstill, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), also by Bobby P. Fletcher, Paul A. Gilbert, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1993., 1993), also by Thomas E. Murphy, John E. Hite, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Charleston District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1993., 1993), also by Bobby P. Fletcher, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. St. Paul District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1993., 1993), also by John E. Hite, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1994., 1994), also by John E. Hite, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: Arkansas River navigation entrance (Waterways Experiment Station, 1967), also by John J. Franco, James E. Foster, Louis J. Shows, United States. Army. Corps of Engineers. Vicksburg District, and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: Blackstone River flood-control project at Woonsocket, Rhode Island (Waterways Experiment Station, 1957) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: control structure, Little Sioux River, Iowa (Army Engineer Waterways Experiment Station, 1967), also by Thomas E. Murphy and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: culvert tainter valves, New Lock No. 19, Mississippi River (Waterways Experiment Station, 1961), also by Edmund H. Lang, A.P. Rollins, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: design for flood control and wave protection, Chagrin River, Eastlake, Ohio (Waterways Experiment Station ;, 1970), also by C. E. Chatham and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: design for optimum wave conditions, Dana Point Harbor, Dana Point, California (Waterways Experiment Station, 1966), also by H. B. Wilson and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: design for wave protection (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1976), also by Robert R. Bottin, Robert D. Carver, and C. E. Chatham (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: designs for rubble-mound breakwater repair, Kahului Harbor, Maui, Hawaii (Waterways Experiment Station, 1964) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: designs for rubble-mound breakwaters, Dana Point Harbor, California (Waterways Experiment Station, 1966), also by Yin Ben Dai, R. A. Jackson, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: detached breakwater and improved navigation entrance, Lorain Harbor, Lorain, Ohio (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: development and maintenance of navigation channel, Arkansas River, Arkansas and Oklahoma (Army Engineer Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: discharge characteristics of hurricane barriers, Wareham-Marion, Massachusetts (Waterways Experiment Station, 1964), also by Ernest C. McNair, John L. Grace, and United States. Army. Corps of Engineers. New England Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: drop structure, Cayuga Inlet, Cayuga Lake, New York (Waterways Experiment Station, 1965), also by Edwin S. Melsheimer, Thomas E. Murphy, and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: drop structure for Gering Valley project, Scottsbluff County, Nebraska (Army Engineer Waterways Experiment Station, 1967), also by Thomas E. Murphy and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: drop structure for Walnut Creek project, Walnut Creek, California (Army Engineer Waterways Experiment Station, 1966), also by Glenn A. Pickering and United States. Army. Corps of Engineers. Sacramento District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: effects of hurricane barrier on navigation conditions in East Passage, Narragansett Bay, Rhode Island (Waterways Experiment Station, 1967), also by John G. Housley and United States. Army. Corps of Engineers. New England Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: effects on Lake Pontchartrain, La. of hurricane surge control structures and Mississippi River-Gulf outlet channel (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: expansion and revision of Kawaihae Harbor, Hawaii (Waterways Experiment Station, 1967), also by Charles W. Brasfeild, C. E. Chatham, and United States. Army. Corps of Engineers. Honolulu District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: expansion of Santa Barbara Harbor, California (Army Engineer Waterways Experiment Station, 1967), also by Charles W. Brasfeild, J. W. Ball, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: filling and emptying characteristics of Calumet River Lock, Calumet-Sag Project, Illinois (Army Engineer Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: filling and emptying system, Jonesville Lock, Ouachita-Black Rivers, Louisiana (Waterways Experiment Station, 1965), also by Noel R. Oswalt and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: flood-control project for Northwest Branch, Anacostia River, District of Columbia and Maryland (Waterways Experiment Station, 1956), also by United States. Army. Corps of Engineers. Washington District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: floods resulting from suddenly breached dams, conditions of high resistance (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1961., 1961), also by U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: floods resulting from suddenly breached dams, conditions of minimum resistance (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1960., 1960), also by U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: Fremont drop structure and friction channel, Sandusky River, Ohio (Waterways Experiment Station, 1966), also by Edwin S. Melsheimer, John L. Grace, and United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: hydraulic capacity of meandering channels in straight floodways (U.S. Waterways Experiment Station, 1956), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: lock filling and emptying system, Holt Lock and Dam, Warrior River, Alabama (Waterways Experiment Station, 1965), also by Thomas E. Murphy, Jackson H. Ables, and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: Magic Island Complex, including Kewalo Basin and Ala Wai Boat Harbor, Honolulu, Oahu, Hawaii (Army Engineer Waterways Experiment Station, 1967), also by Charles W. Brasfeild, C. E. Chatham, United States. Army. Corps of Engineers. Honolulu District, Hawaii. Department of Transportation, and Hawaii. Board of Land and Natural Resources (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: Matagorda Ship Channel model study, Matagorda Bay, Texas (Waterways Experiment Station, 1966), also by H. B. Simmons, Henry J. Rhodes, and United States. Army. Corps of Engineers. Galveston District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: model study of Bessie Cutoff, Mississippi River (Waterways Experiment Station, 1965), also by John J. Franco, James E. Glover, and United States. Army. Corps of Engineers. Memphis District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: modernization of filling and emptying system, existing McAlpine Lock (old No. 41), Ohio River, Louisville, Kentucky (Army Engineer Waterways Experiment Station, 1967), also by Jackson H. Ables, Thomas E. Murphy, and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: navigation conditions at Belleville Locks and Dam, Ohio River (Waterways Experiment Station, 1966), also by John J. Franco, Louis J. Shows, and United States. Army. Corps of Engineers. Huntington District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: navigation conditions at Columbia Lock and Dam, Ouachita River, Louisiana (Waterways Experiment Station, 1967), also by John J. Franco, Louis J. Shows, and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: navigation conditions at Greenup Locks and Dam, Ohio River (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: navigation conditions at Hannibal Locks and Dam, Ohio River, Ohio and West Virginia (Army Engineer Waterways Experiment Station, 1967), also by John J. Franco, James E. Glover, and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: navigation conditions at Lock and Dam No. 4, Arkansas River (Waterways Experiment Station, 1966), also by John J. Franco, Cody D. McKellar, and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: navigation conditions at Lock and Dam No. 9, Arkansas River (Waterways Experiment Station, 1968), also by John J. Franco, Louis J. Shows, and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: navigation conditions at Locks and Dam No. 4, Monongahela River, Pennsylvania (Waterways Experiment Station, 1966), also by John J. Franco, Cody D. McKellar, and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: navigation conditions at Markland Locks and Dam, Ohio River (Waterways Experiment Station, 1957) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: navigation conditions at Maxwell Locks and Dam, Monongahela River (Waterways Experiment Station, 1965), also by John J. Franco, Cody D. McKellar, and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: navigation conditions at McAlpine Locks and Dam, Ohio River (Waterways Experiment Station, 1966), also by John J. Franco, Cody D. McKellar, and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: navigation conditions at Millers Ferry Lock and Dam, Alabama River, Alabama (Army Engineer Waterways Experiment Station, 1967), also by John J. Franco, Louis J. Shows, and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: Old River low-sill control structure, downpull forces on vertical-lift gates (Waterways Experiment Station, 1956) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: oulet works, Shelbyville Dam, Kaskaskia River, Illinois (Waterways Experiment Station, 1966), also by D. R. Bucci, John L. Grace, and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: outlet structure for Eau Galle Reservoir, Eau Galle River, Wisconsin (Army Engineer Waterways Experiment Station, 1967), also by Edwin S. Melsheimer and United States. Army. Corps of Engineers. St. Paul District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: outlet works, Cochiti Dam, Rio Grande, New Mexico (Waterways Experiment Station, 1965), also by Thomas E. Murphy, D. R. Bucci, and United States. Army. Corps of Engineers. Albuquerque District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: outlet works, DeGray Dam, Caddo River, Arkansas (Waterways Experiment Station, 1965), also by D. R. Bucci and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: pilot model study for the design of Hilo Harbor tsunami model (Waterways Experiment Station, 1965), also by John G. Housley and United States. Army. Corps of Engineers. Honolulu District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: plans for reducing shoaling, Southwest Pass, Mississippi River (Waterways Experiment Station, 1965), also by H. B. Simmons, Henry J. Rhodes, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: plans for the improvement of the St. Johns River, Jacksonville to the Atlantic Ocean (Waterways Experiment Station, 1947) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: preservation and enhancement of Niagara Falls (Waterways Experiment Station, 1955), also by United States. Army. Corps of Engineers. Buffalo District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: protection of Narragansett Bay from hurricane surges (Waterways Experiment Station, 1964), also by H. B. Simmons and United States. Army. Corps of Engineers. New England Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: reduction of shoaling in Charleston Harbor and navigation improvement of Cooper River, South Carolina (Waterways Experiment Station, 1966), also by William H. Bobb, H. B. Simmons, and United States. Army. Corps of Engineers. Charleston District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: selection of optimum alignment, length, and height of breakwaters, New Buffalo Harbor, Michigan (Waterways Experiment Station, 1967), also by Yin Ben Dai, H. B. Wilson, and United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: selection of optimum plan for improvements in Nassau Harbor, New Providence, Bahamas (Waterways Experiment Station, 1965), also by Charles W. Brasfeild and Bahamas. Ministry for Maritime Affairs (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: selection of optimum plan for reduction of wave action in Marina del Rey, Venice, California (Army Engineer Waterways Experiment Station, 1965), also by Charles W. Brasfeild, J. W. Ball, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: shoaling in downstream navigation entrance to Chain of Rocks Canal, Mississippi River (Waterways Experiment Station, 1955), also by United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway and navigation conditions, Holt Lock and Dam, Warrior River, Alabama (Waterways Experiment Station, 1966), also by Edwin S. Melsheimer, Thomas E. Murphy, and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway and outlet works, Townshend Dam and Reservoir, West River, Vermont (Army Engineer Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway and sluices, Allegheny Dam, Allegheny River, Pennsylvania and New York (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway and sluices, Red Rock Dam, Des Moines River, Iowa (Army Engineer Waterways Experiment Station, 1965), also by D. R. Bucci, Thomas E. Murphy, and United States. Army. Corps of Engineers. Rock Island District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway for Amistad Dam, Rio Grande, Mexico and United States (Waterways Experiment Station, 1964) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway for Belleville Locks and Dam, Ohio River, Ohio and West Virginia (Waterways Experiment Station, 1965), also by Glenn A. Pickering and United States. Army. Corps of Engineers. Huntington District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway for Belton Dam, Leon River, Texas (Waterways Experiment Station, 1953), also by United States. Army. Corps of Engineers. Fort Worth District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway for Big Bend Dam, Missouri River, South Dakota (Army Engineer Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway for Cannelton Lock and Dam, Ohio River, Kentucky and Indiana (Waterways Experiment Station, 1965), also by Glenn A. Pickering, John L. Grace, and United States. Army. Corps of Engineers. Louisville District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation : spillway for Genegantslet Dam, Genegantslet Creek, New York (U.S. Waterways Experiment Station, 1952) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway for Kaysinger Bluff Dam, Osage River, Missouri (Army Engineer Waterways Experiment Station, 1968), also by Glenn A. Pickering and United States. Army. Corps of Engineers. Kansas City District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway for Millers Ferry Lock and Dam, Alabama River, Alabama (Waterways Experiment Station, 1964) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway for Oahe Dam, Missouri River, South Dakota (Waterways Experiment Station, 1964), also by Edwin S. Melsheimer, Allen D. Rooke, and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway for Proctor Dam, Leon River, Texas (Waterways Experiment Station, 1964) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway for Stockton Dam, Sac River, Missouri (Waterways Experiment Station, 1965), also by Edwin S. Melsheimer and United States. Army. Corps of Engineers. Kansas City District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway for typical low-head navigation dam, Arkansas River, Arkansas: Appendix A, gate sills and stilling basins for Locks and Dams Nos. 5 and 7. (Waterways Experiment Station, 1965), also by Reid S. Cummins, John L. Grace, and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway for West Point Dam, Chattahoochee River, Alabama and Georgia (Army Engineer Waterways Experiment Station, 1968), also by Edwin S. Melsheimer, John L. Grace, and United States. Army. Corps of Engineers. Savannah District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway, Hannibal Locks and Dam, Ohio River, Ohio and West Virginia (Waterways Experiment Station, 1966), also by Glenn A. Pickering and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: spillway modifications, Miraflores Dam, Panama Canal Zone (Waterways Experiment Station, 1965), also by Thomas E. Murphy, Reid S. Cummins, and Panama Canal Company (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: stability of proposed breakwater, Burns Waterway Harbor, Indiana (Army Engineer Waterways Experiment Station, 1967), also by R. A. Jackson and United States. Army. Corps of Engineers. Chicago District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: stability of riprap and discharge characteristics, overflow embankments, Arkansas River, Arkansas (Waterways Experiment Station, 1964) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: stability of rubble-mound breakwaters (U.S. Waterways Experiment Station, 1953), also by United States. Bureau of Yards and Docks (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: stability of rubble-mound tsunami barrier, Hilo Harbor, Hawaii (Waterways Experiment Station, 1967), also by A. M. Kamel and United States. Army. Corps of Engineers. Honolulu District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: stability of seawall, Texas City, Texas (Waterways Experiment Station, 1966), also by R. A. Jackson and United States. Army. Corps of Engineers. Galveston District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: stability of south jetty, Siuslaw River, Oregon (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: steady-flow stability tests of navigation opening structures, Hilo Harbor tsunami barrier, Hilo, Hawaii (Waterways Experiment Station, 1966), also by Noel R. Oswalt, M. B. Boyd, and United States. Army. Corps of Engineers. Honolulu District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: supplementary tests of Masonboro Inlet fixed-bed model (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1980., 1980), also by William C. Seabergh, Richard A. Sager, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: tests of structure orientation, spillway, and lock emergency gate, Barkley Lock and Dam, Cumberland River, Kentucky (Waterways Experiment Station, 1965), also by Thomas E. Murphy, Reid S. Cummins, and United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: Turtle Creek, Pennsylvania, channel improvement (Waterways Experiment Station, 1967), also by James E. Glover, John J. Franco, and United States. Army. Corps of Engineers. Pittsburgh District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: typical spillway structure for central and southern Florida water-control project (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: U.S. Navy ship mooring facility, west coast of Point Loma, San Diego, California (Waterways Experiment Station, 1965), also by Charles W. Brasfeild, C. E. Chatham, and United States. Bureau of Yards and Docks (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: wave action and breakwater location, Half Moon Bay Harbor, Half Moon Bay, California (Waterways Experiment Station, 1965), also by H. B. Wilson and United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: wave action and breakwater location, Noya Harbor, California (Waterways Experiment Station, 1967), also by H. B. Wilson and United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: wave action and breakwater location, Superior Entry, Duluth-Superior Harbor, Superior, Wisconsin (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: wave and surge action, Point Fermin Naval Supply Depot, San Pedro, California (Waterways Experiment Station, 1947) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: wave run-up and overtopping levee sections, Lake Okeechobee, Florida (Waterways Experiment Station, 1957) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic model investigation: Willow Springs and Sag Junction Diversions, Chicago Sanitary and Ship Canal, Illinois (Waterways Experiment Station, 1967), also by Thomas E. Murphy and Metropolitan Sanitary District of Greater Chicago (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic models as an aid to the development of design criteria. (Waterways Experiment Station, 1951) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulic prototype tests, Control Shaft 4, Fort Peck Dam, Missouri River, Montana (U.S. Waterways Experiment Station, 1955), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The Hydraulic Research Center of the U. S. Waterways Experiment Station. (Waterways Experiment Station, 1938) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulics and dynamics of New Corpus Christi Pass, Texas : a case history, 1972-73 (U.S. Coastal Engineering Research Center, 1977), also by E. William Behrens, Richard L. Watson, C. Mason, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulics and dynamics of New Corpus Christi Pass, Texas : a case history, 1973-75 (U.S. Coastal Engineering Research Center, 1976), also by Richard L. Watson, E. William Behrens, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Hydraulics and stability of tidal inlets (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1977., 1977), also by Francis F. Escoffier and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Impact of agricultural levees on flood hazards (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), also by Brad R. Hall, U.S. Army Engineer Waterways Experiment Station, and United States Federal Emergency Management Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Impacts of dredging on anadromous fish : a transcript of presentations at a workshop, Raleigh, North Carolina, September 18-19, 1987 (U.S. Dept. of Commerce, National Oceanic and Atmospheric Administration, National Marine Fisheries Service, Southeast Fisheries Center, 1988), also by Ann Bowman Manooch, Charles S. Manooch, and Southeast Fisheries Center (U.S.) Beaufort Laboratory (page images at HathiTrust)
• Waterways Experiment Station (U.S.): 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), also by Charles R. Curren, C. E. Chatham, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Improvement of navigation conditions, Conneaut Harbor Ohio; hydraulic model investigation. (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Improvements for Masonboro Inlet, North Carolina : hydraulic model investigation, final report (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1976), also by William C. Seabergh (page images at HathiTrust)
• Waterways Experiment Station (U.S.): In situ stress measurements, Park River Project, Hartford, Connecticut : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory ;, 1977), also by Mysore Nataraja, Dames & Moore, United States. Army. Corps of Engineers. New England Division, and United States. Department of Transportation (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Index to hydraulic articles, "Civil Engineering," 1930-1955. (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Influence of alkali content of fly ash on effectiveness in preventing expansion of concrete. (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Influence of end restraint in cyclic triaxial tests : final report (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1976), also by Kenneth L. Lee and Los Angeles. Mechanics and Structures Department University of California (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Influence of fine-aggregate grading on properties of concrete : a review of literature. (Waterways Experiment Station, 1960) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Influence of fine-aggregate grading on properties of concrete : report 2 : laboratory investigation. (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Influence of sample disturbance on sand response to cyclic loading : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by Kenji Mori, Clarence K. Chan, H. Bolton Seed, and Berkeley. College of Engineering University of California (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Initial evaluation of the free-field response of the large blast load generator (Waterways Experiment Station, 1966), also by Thomas E. Kennedy, Robert E. Walker, Gayle E. Albritton, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Instruction report. ([U.S. Army Engineer Waterways Experiment Station], in the 20th century), also by Hydraulics Laboratory (U.S.) and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Instructions for use of field in-place California bearing ratio apparatus. (Waterways Experiment Station, 1956) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Interactive Survey Reduction Program (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1984., 1984), also by William A. Birkemeier, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Internal drainage of pervious levees. (Waterways Experiment Station, 1939) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Inventory of sediment sample collection stations in the Mississippi River Basin : final report (Waterways Experiment Station, 1977), also by Malcolm P. Keown, James Garland Kennedy, Elba A. Dardeau, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of concrete aggregates and riprap, Kaskaskia River, Illinois, navigation improvement (Waterways Experiment Station ;, 1965), also by Billy J. Houston, Alan D. Buck, and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of concrete in Eisenhower and Snell Locks, St. Lawrence Seaway (Waterways Experiment Station, 1967), also by Alan D. Buck, Henry T. Thornton, Bryant Mather, United States. Army. Corps of Engineers. Buffalo District, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of durability of concrete exposed to natural weathering; report no. 5, summary of results, 1936-1953. (Vicksburg, 1954) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of effects of improved joints and direction of traffic on life of M8 landing mat : a Corps of Engineers research and development report (Army Engineer Waterways Experiment Station, 1956) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of expanding grout and concrete : report 1 : preliminary studies (Waterways Experiment Station ;, 1970), also by Billy J. Houston, United States. Defense Atomic Support Agency, and U.S. Atomic Energy Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of field methods for determining air content of mass concrete (Waterways Experiment Station, 1952), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of gage-placement effects on a stress gage embedded in grout (Waterways Experiment Station, 1973), also by John Q. Ehrgott and Soils and Pavements Laboratory (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of gap gradings of concrete aggregates : review of available information. Report 1. (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of in-shore harbor, Site X : report 1 : design for optimum wave conditions : hydraulic model investigation (Waterways Experiment Station, 1966), also by H. B. Wilson and United States. Naval Facilities Engineering Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of in-shore harbor, Site X : report 2 : designs of riprap cover layers : hydraulic model investigation (Waterways Experiment Station, 1966), also by R. A. Jackson and United States. Naval Facilities Engineering Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of instruments for measuring pore pressure in concrete : report 2 : instruments installed at Hartwell Dam, Georgia (Waterways Experiment Station, 1970), also by E. C. Roshore and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of instruments for measuring pore pressures in concrete : literature review and preliminary laboratory tests. (Waterways Experiment Station, 1964) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of manufacture of aggregate and riprap by nuclear means (Washington, D.C. : Department of Commerce, Office of Technical Services, 1965., 1965), also by J. M. Polatty, D. C. Banks, R.L. Stone, Billy J. Houston, U.S. Atomic Energy Commission, and Project Plowshare (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of maximum allowable water-cement ratios for mass concrete (Waterways Experiment Station, 1967), also by K. L. Saucier, Frank S. Stewart, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of methods for removing stains from mortar and concrete (Waterways Experiment Station, 1968), also by C. F. Derrington, William G. Miller, Richard L. Stowe, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of methods of preparing horizontal construction joints in concrete. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of methods of preparing horizontal construction joints in concrete : report 2 : tests of joints in large blocks. (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of methods of preparing horizontal construction joints in concrete : report 3 : effects of iron stain on joints (Waterways Experiment Station, 1966), also by J. E. McDonald, Eugene Franklin Smith, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of nonmetallic waterstops : report 3 : progress report of laboratory and field exposure tests. (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of nonmetallic waterstops : report 4 : water retentivity and tensile strength of splices (Waterways Experiment Station, 1965), also by Billy J. Houston and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of nonmetallic waterstops : report 5 : water retentivity of labyrinth-shaped waterstops (Waterways Experiment Station, 1971), also by Billy J. Houston and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of nonmetallic waterstops : report 7 : preparation of laboratory test samples from finished waterstops (Waterways Experiment Station, 1970), also by Billy J. Houston and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of nonmetallic waterstops : report 8 : effect of specimen size and low temperature on waterstop test results (Waterways Experiment Station, 1972), also by Billy J. Houston and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of partially compacted weight of concrete as a measure of workability : report 1 : preliminary tests. (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of partially compacted weight of concrete as a measure of workability : report 2 : tests of large-aggregate concrete. (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of portland blast-furnace slag cements. (Waterways Experiment Station, 1956) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of proprietary admixtures : final report (U.S. Waterways Experiment Station. of Defense, 1977), also by W. O. Tynes and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of reactivity between alkalies in portland cement and aggregates proposed for use on Santee-Cooper Project, Moncks Corner, S.C. (Waterways Experiment Station, 1946) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of refrigerated slurry. (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of shell and sand-shell mixes for base courses (Waterways Experiment Station, 1955) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of shrinkage-resistant grout mixtures. (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of soil stabilization with vinsol resin. (Waterways Experiment Station, 1942) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of the design and control of asphalt paving mixtures. (Waterways Experiment Station, 1948) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of the feasibility of manufacturing aggregate by nuclear methods (Waterways Experiment Station, 1964) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of the improved Carlson stress meter. (Waterways Experiment Station, 1957) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of the improved Carlson stress meter : report 2 : supplementary tests (Waterways Experiment Station, 1966), also by Ernest E. McCoy and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of the suitability of Prepakt concrete for mass and reinforced concrete structures (Waterways Experiment Station, 1951), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of underseepage, lower Mississippi River levees. (Waterways Experiment Station, 1941) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of vacuum treatment of mass concrete surfaces (Waterways Experiment Station, 1953), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of water-reducing admixtures for concrete. (Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigation of wooden well screens for Grenada, Enid, and Sardis Dams. (Waterways Experiment Station, 1948) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigations of certain proposed methods of bank and embankment protection : part 1, full-scale experiments to determine method for protection of railroad embankments subject to overflow : part 2, laboratory investigations of the effectiveness of various proposed types of revetment. (Waterways Experiment Station, 1933) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigations of concrete masonry : uniform concrete masonry testing procedure. Report 1. (Waterways Experiment Station, 1962), also by Bryant Mather and E. E. McCoy (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigations of pressures and deflections for flexible pavements. Report 4, Homogeneous sand test section (WES, 1954), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigations of pressures and deflections for flexible pavements. Report 5, Development of representative soil strengths from laboratory tests (U.S. Waterways Experiment Station, 1960) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigations of pressures and deflections for flexible pavements. Report no. 1, Homogeneous clayey-silt test section (U.S. Waterways Experiment Station, 1951), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigations of pressures and deflections for flexible pavements. Report no. 1- ... Prepared ... for Office of the Chief of Engineers, Airfields Branch, Engineering Division, Military Construction. (Vicksburg, 1951) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigations of pressures and deflections for flexible pavements. Report no. 2, Pilot tests on new four-gage cell (Waterways Experiment Station, 1951), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Investigations of pressures and deflections for flexible pavements. Report no. 3, Theoretical stresses induced by uniform circular loads (WES, 1953), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): An iterative layered elastic computer program for rational pavement design (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1976), also by Yu T. Chou and United States Federal Aviation Administration (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Laboratory and engineering field tests of electronic-welded membrane surfacing (T15) for helicopter landing pads (Waterways Experiment Station, 1967), also by Sidney G. Tucker and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Laboratory and field study of epoxy-asphalt concrete. (U.S. Army Engineer Waterways Experiment Station, 1964) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Laboratory investigation of certain limestone aggregates for concrete (Waterways Experiment Station, 1953), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Laboratory investigation of soil infiltration through pipe joints (Waterways Experiment Station, 1967), also by Eugene H. Nettles, Joseph R. Compton, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Laboratory investigation of tidal inlets on sandy coasts (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : available from National Technical Information Service, 1977., 1977), also by Ramiro E. Mayor-Mora and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Laboratory research applied to the hydraulic design of large dams (Waterways Experiment Station, 1948), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A laboratory study of the meandering of alluvial rivers (United States Waterways experiment station, 1945), also by United States. Mississippi River Commission and J. F. Friedkin (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Laboratory study of the release of pesticide and PCB materials to the water column during dredging and disposal operations : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory, 1975), also by Richard Fulk, Richard E Wullschleger, David Gruber, and Inc. Environmental Sciences Division Envirex (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Laboratory tests of liquid nitrogen soil-moisture samplers. (Waterways Experiment Station, 1960) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Laboratory tests of weathered pretensioned beams (U.S. Dept. of Defense, Army, Corps of Engineers, Waterways Experiment Station, Concrete Laboratory, 1976), also by Edward F. O'Neil (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Land use of dredged material containment areas: productive use examples (Waterways Experiment Station ;, 1978), also by O. Beeman, Portland Beeman/Benkendorf, and Al P. Benkendorf (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The limit of applicability of linear wave refraction theory in a convergence zone (Waterways Experiment Station, 1971), also by Robert W. Whalin and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A limited study of effects of mixed traffic on flexible pavements. (Army Engineer Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A limited study of factors that affect soil strength. (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A limited study of snap-tracs. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Liquefaction potential of dams and foundations. Report 2, Laboratory Standard Penetration Tests on Platte River sand and standard concrete sands (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by Wayne A. Bieganousky, William F. Marcuson, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Liquefaction potential of dams and foundations : report 4, determination of in situ density of sands (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by William F. Marcuson and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Literature review on geotextiles to improve pavements for general aviation airports (Federal Aviation Administration, Research and Development Service ;, 1990), also by D. W. White and United States. Federal Aviation Administration. Research and Development Service (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Literature survey and preliminary evaluation of streambank protection methods : final report, supplementary report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by Malcolm P. Keown and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Littoral Environment Observation (LEO) PC Data Retrieval and Analysis System (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1994., 1994), also by Leonette J. Thomas, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Lock and Dam no. 14, Arkansas River Navigation Project : Hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1971), also by John J. Franco and L. J. Shows (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Low-ground-pressure construction equipment for use in dredged material containment area operation and maintenance, performance predictions : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Mobility and Environmental Systems Laboratory, 1977), also by William E. Willoughby and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A management procedure for the introduction of biological agents for control of aquatic plants : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Mobility and Environmental Systems Laboratory, 1977), also by Warren Grabau and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Marysville Lake hydrothermal study : report 1, 900-MW project, hydraulic and mathematical model investigation (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by Darrell G. Fontane and United States. Army. Corps of Engineers. Savannah District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Material response characterization : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by John Guy Jackson and United States. Defense Nuclear Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Materials evaluated as potential soil stabilizers : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by Jessie C. Oldham, D. W. White, Royce Clayton Eaves, United States. Army Materiel Development and Readiness Command, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Mathematical expression of the CBR relations. (Army Engineer Waterways Experiment Station, 1956) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Mathematical model for predicting the consolidation of dredged material in confined disposal areas : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1976), also by Lawrence D. Johnson, Environmental Effects Laboratory (U.S. Army Engineer Waterways Experiment Station), Soils and Pavements Laboratory (U.S.), Dredged Material Research Program (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Matthes on roughness coefficients. (Waterways Experiment Station, 1938) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Measuring soil properties in vehicle mobility research : report 1 : strength-density relations of an air-dry sand (Waterways Experiment Station, 1964), also by United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Measuring soil properties in vehicle mobility research : report 2 : an evaluation of the rectangular hyperbola for describing the load-deformation response of soils (Waterways Experiment Station, 1965), also by N. R. Murphy and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Mechanical constitutive models for engineering materials : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory ;, 1977), also by Behzad Rohani (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The mechanics of pile-soil interaction in cohesionless soils (U.S. Army Engineer Waterways Experiment Station, 1975), also by David Michael Holloway, Aleksandar Sedmak Vesić, and G. Wayne Clough (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The mechanics of pile-soil interaction in cohesionless soils : final report (Duke University, School of Engineering, 1975), also by David Michael Holloway (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Mechanisms that regulate the intensity of oxidation-reduction in anaerobic sediments and natural water systems : final report (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1978., 1978), also by James M. Brannon, Issac Smith, Patricia L. Butler, Douglas Gunnison, and United States. Department of the Army. Office of Research and Development (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Meteorological and trafficability data, U.S.-Canadian Arctic weather stations. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Method for predicting the shape of explosion-produced craters (Waterways Experiment Station, 1964), also by J. N. Strange, A. J. Hendron, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Methodology-tidal computations for a sea-level canal (Waterways Experiment Station, 1966), also by Garbis H. Keulegan and United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Methods of reducing the size and number of voids on formed concrete surfaces (Waterways Experiment Station, 1967), also by Billy J. Houston and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Microthesaurus of soil mechanics terms (Vicksburg, 1974), also by United States Army Corps of Engineers and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Migration of the Mississippi River (Dept. of Civil Engineering, University of California, 1988), also by Hsieh Wen Shen and Eric Larsen (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Miscellaneous paper (Waterways Experiment Station, in the 1st century) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Mississippi River and tributaries, Old River control, low-sill structure : design memorandum 1-B, pile loading tests : supplement no. 2 (The Station, 1955), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Mississippi River and tributaries, Old River control, overbank and low-sill structures : design memorandum 1-A, preload fills for abutments (The Station, 1954), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Mississippi River flood-control model. (Waterways Experiment Station, 1942) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Mobile rotary drill rig barge-mounted. (Waterways Experiment Station, 1940) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Mobility Environmental Research Study. Report 1, A literature survey of environmental factors in Thailand (Waterways Experiment Station, 1965), also by Jerald D. Broughton, David B. Del Mar, J. H. Shamburger, United States. Army Materiel Command, and United States. Advanced Research Projects Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model and prototype comparison. (Waterways Experiment Station, 1940) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model confirmation, Grand Tower, Mississippi River. (Waterways Experiment Station, 1940) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model investigation : filling characteristics, Algiers Lock, Intracoastal Waterway, Gulf section, Louisiana (U.S. Waterways Experiment Station, 1951) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model investigation: relief well systems for dams and levees on pervious foundations (U.S. Waterways Experiment Station, 1949) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model investigation : spillway and lock approach currents, Demopolis Lock and Dam, Tombigbee River, Alabama (U.S. Waterways Experiment Station, 1948), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model materials evaluation : sand tests ; a hydraulic laboratory investigation (Vicksburg, Mississippi : WES, 1976., 1976), also by Ernest C. McNair and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model studies for channel stabilization, Mississippi River. (Waterways Experiment Station, 1934) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model studies of dike location. (Waterways Experiment Station, 1933) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model studies of navigation improvements, Columbia River estuary : report 1 : hydraulic and salinity verification (Vicksburg, Mississippi : U.S. Army, Corps of Engineers, Waterways Experiment Station, 1968., 1968), also by Frank A. Herrmann and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model studies of outfall systems for desalination plants : (part I--flume study) (U.S. Office of Saline Water, 1971), also by F. M. Holly, J. L. Grace, and United States. Office of Saline Water (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model studies of spillway and regulating sluices for Wolf Creek Dam, Cumberland River, Kentucky. (Waterways Experiment Station, 1944) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model studies of spillways for St. Lucie Canal, Martin County, Florida. (Waterways Experiment Station, 1933) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of a buried arch subjected to dynamic loading (Waterways Experiment Station, 1964), also by Robert K. Tener and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of an outer bar. (Waterways Experiment Station, 1939) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of channel improvement and stabilization in the Pryors Island reach of the Ohio River : folder no. 1 (Waterways Experiment Station, 1938) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of channel improvements at Outer Bar, Lake of Maracaibo, Venezuela (Waterways Experiment Station, 1938) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of effects of dikes on the river bed at Walkers Bar, Ohio River. (Waterways Experiment Station, 1932) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of hydraulic characteristics of power tunnel, Fort Peck Dam (Waterways Experiment Station, 1941) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of locations for a proposed breakwater in San Juan Harbor, Puerto Rico. (Waterways Experiment Station, 1940) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of Mill Creek flood-control project, Cincinnati, Ohio (Waterways Experiment Station, 1942) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of plans for channel improvement at Dogtooth Bend, Mississippi River : folder no. 1 (Waterways Experiment Station, 1938) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of plans for channel improvement at Swiftsure Towhead, Mississippi River (Waterways Experiment Station, 1938) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of plans for channel improvement in the Chain of Rocks reach, Mississippi River (Waterways Experiment Station, 1939) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of plans for elimination of shoaling in Galveston Channel and connecting waterways, Galveston Bay, Texas (Waterways Experiment Station, 1940) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of plans for elimination of shoaling in Richmond (Virginia) Harbor in James River (Waterways Experiment Station, 1941) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of plans for elimination of shoaling in the Delaware River entrance to the Chesapeake and Delaware Canal. (Waterways Experiment Station, 1940) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of plans for elimination of shoaling in the vicinity of the Manchester Islands, Ohio River (Waterways Experiment Station, 1941) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of plans for elimination of shoaling in Wilmington Harbor, Delaware. (Waterways Experiment Station, 1942) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of power penstocks, Bluestone Dam, New River, West Virginia (Waterways Experiment Station, 1946) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of shoaling below Starved Rock Lock and Dam, Illinois River. (Waterways Experiment Station, 1933) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of spillway for the Berlin Dam, Mahoning River, Ohio. (Waterways Experiment Station, 1942) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of structures for future power development for the Franklin Falls Dam, Pemigewasset River, New Hampshire. (Waterways Experiment Station, 1941) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of the outlet structures for Arkabutla Dam, Coldwater River (Waterways Experiment Station, 1940) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of the pump suction chamber for Dry Dock No. 4, Puget Sound Navy Yard (Waterways Experiment Station, 1942) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A model study of the Small Boy footing behavior (Waterways Experiment Station, 1967), also by Paul F. Hadala, John Guy Jackson, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of the spillway and stilling basin for the John Martin Dam, Arkansas River (formerly Caddoa Dam). (Waterways Experiment Station, 1940) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of the spillway for new Lock and Dam no. 1, St. Lucie Canal, Florida (Waterways Experiment Station, 1939) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of the spillway for the Denison Dam, Red River (U.S. Waterways Experiment Station, 1941) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of the spillway for the Great Salt Plains Dam (Waterways Experiment Station, 1938) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of the spillway for the Santee River Dam. (Waterways Experiment Station, 1940) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of the spillway for the Wappapello Dam (Waterways Experiment Station, 1938) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of tidal currents in East River, New York (Waterways Experiment Station, 1939) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Model study of wave and surge action, Naval Operating Base, Terminal Island, San Pedro, California. (Waterways Experiment Station, 1947) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Models and methods applicable to Corps of Engineers urban studies (U.S. Army Engineer Waterways Experiment Station, 1974), also by Jerry W. Brown (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Monitoring groundwater levels using a time-domain reflectometry (TDR) pulser. (July 1997., 1997), also by United States Army Corps of Engineers and Inc GeoTDR (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Monongahela Dam 2 spillway, Monongahela River, Pennsylvania (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1995., 1995), also by Deborah R. Cooper, 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. Pittsburgh District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Morganza Floodway Control Structure, Mississippi River : hydraulic model investigation. (U.S. Waterways Experiment Station, 1951), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Motion picture films available for public exhibit [of the] United States Army Corps of Engineers. (Vicksburg, 1955) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Mud Mountain outlet structure : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1993., 1993), also by Charles H. Tate, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Navigation and sedimentation conditions at typical lock and dam, Arkansas River, Arkansas and Oklahoma; hydraulic model investigation. (U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Navigation conditions at Columbus Lock and Dam, Tombigbee River, Mississippi and Alabama : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by John J. Franco, Louis J. Shows, and United States. Army. Corps of Engineers. South Atlantic Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Nonuniform flow functions, circular section (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1963., 1963), also by United States. Army. Corps of Engineers. Vicksburg District and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Notes on tidal inlets on sandy shores (U.S. Army Engineer Waterways Experiment Station, 1976), also by Morrough P. O'Brien, Coastal Engineering Research Center (U.S.), and Berkeley University of California (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Nuclear weapons effects on dams and other submerged and semisubmerged hard targets : report 1 : literature survey and proposed research to study damage from contact burst (Waterways Experiment Station, 1967), also by Landon K. Davis, Allen D. Rooke, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A numerical hindcast model for wave spectra on water bodies with irregular shoreline geometry : report 1, test of nondimensional growth rates (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by Donald T. Resio, Charles L. Vincent, and United States. Army. Corps of Engineers. North Central Division (page images at HathiTrust)
• Waterways Experiment Station (U.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 Robert S. Bernard, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Evaluation Repair (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Numerical model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), also by Ronald R. Copeland, A. Thomas William, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Numerical model to simulate sediment transport (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1987., 1987), also by Norman W. Scheffner, Julie Dean Rosati, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Old River Control Structure, sediment diversion : hydraulic model investigation (U.S. Waterways Experiment Station, 1954), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Operation Swamp Fox I, terrain and soil trafficability observations. (Army Engineer Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Operational test of modified T11 aluminum landing mat, England AFB, Louisiana (Waterways Experiment Station, 1965), also by Cecil D. Burns, Gordon L. Carr, and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Organization and presentation of environmental data for Office of Civil Defense use : a feasibility study. (U.S. Army Engineer Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Outflow channel investigations, hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1989., 1989), also by Charles R. Nickles, Thomas J. Pokrefke, United States. Army. Corps of Engineers. New Orleans District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Overland flow treatment of wastewater : interim report (U.S. Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory ;, 1974), also by Charles A. Carlson, Thomas B. Delaney, and Patrick G. Hunt (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Oxygenation of dredged material by direct injection of oxygen and air during open-water pipeline disposal : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory ;, 1977), also by R W. Neal, J C Johnson, Robert B. Pojasek, JBF Scientific Corp, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Paper. (Mississippi River Commission Print, 1930) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Paper. (Mississippi River Commission Print, 1930) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Pavement mix design study for very heavy gear loads : pilot test section. (Army Engineer Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Pavement response to aircraft dynamic loads : volume III, compendium, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1976), also by R. Ledbetter and United States Federal Aviation Administration (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Performance of soils under tire loads. Report 5, Development and evaluation of mobility numbers for coarse-grained soils (Waterways Experiment Station, 1967), also by A. J. Green and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Performance of soils under tire loads. Report 6, Effects of test techniques on wheel performance (Waterways Experiment Station, 1967), also by N. R. Murphy and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Performance of soils under tire loads. Report 7, Extension of mobility prediction procedures to rectangular-cross-section tires in coarse-grained soil (Waterways Experiment Station, 1972), also by Thomas R. Patin and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Perry Creek Conduit, Sioux City, Iowa : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), also by John E. Hite, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Pertinent data on spillway tainter gates for Corps of Engineers projects (U.S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory, 1972), also by Robert George Cox, Hydraulics Laboratory (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Petrographic examination of concrete cores, Chickamauga Dam powerhouse - unit 3, Tennessee Valley Authority. (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Physical components of the shear strength of saturated clays. (Waterways Experiment Station, 1961), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Physical hydraulic models : assessment of predictive capabilities : report 2, movable-bed model of Galveston Harbor entrance (U.S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory ;, 1977), also by Joseph V. Letter, William H. McAnally, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Physical model simulation of the hydraulics of Masonboro Inlet, North Carolina (Waterways Experiment Station ;, 1977), also by Richard A. Sager, William C. Seabergh, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Pixel problems. (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Mobility and Environmental Systems Laboratory, 1976), also by Warren Grabau and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Plans for improvement of navigation conditions and elimination of shoaling in Savannah Harbor, Georgia, and connecting waterways; model investigation. (Waterways Experiment Station, 1949), also by United States. Mississippi River Commission and Savannah United States. Army. Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Plans for improvement of navigation conditions in Corral Bay and the Valdivia River, Chile : hydraulic model investigation (U.S. Waterways Experiment Station, 1954) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Plans for reduction of shoaling in Raritan River, New Jersey : model investigation. (U.S. Waterways Experiment Station, 1952), also by United States. Army. Corps of Engineers. New York District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Plans for the improvement of Grays Harbor and Point Chehalis, Washington : hydraulic model investigation (U.S. Waterways Experiment Station, 1955), also by United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Portable surfacing for U.S. Army helicopter landing pads : engineering field tests (Waterways Experiment Station, 1965), also by Sidney G. Tucker and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Portland-pozzolan cement made with Tennessee Valley Authority fly ash. (Waterways Experiment Station, 1960) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Positioning techniques and equipment for U.S. Army Corps of Engineers hydrographic surveys : final report (Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by E. Dale Hart, George C. Downing, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Potential alkali reactivity of carbonate rock from six quarries (Waterways Experiment Station, 1969), also by Alan D. Buck (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Powerhouse intake gate catapult study, Big Bend Dam, South Dakota, and Stockton, Harry S. Truman, and Clarence Cannon Dams, Missouri : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by John F. George, Glenn A. Pickering, United States. Army. Corps of Engineers. St. Louis District, United States. Army. Corps of Engineers. Kansas City District, and United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Practical application of experimental hydraulics (Waterways Experiment Station, 1947), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Precast concrete elements with bamboo reinforcement (Waterways Experiment Station, 1964), also by United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Predicting construction effects by tidal modeling (Waterways Experiment Station, 1971), also by H. B. Simmons, Carl J Huval, and John Harrison (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Prefabricated airfield and road surfacing membrane investigation : report 2 : engineering tests, January 1956-December 1959. (Army Engineer Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Prefabricated airfield and road surfacing membranes : report 1 : temperate zone storageability tests, 1953-1956. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Pregermination requirements and establishment techniques for salt marsh plants : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory, 1977), also by Pat K. Falco, Frank J Cali, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Preliminary evaluation of water quality of proposed Fountain Lake, Colorado : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory, 1977), also by Ross W. Hall, Donald L. Robey, and United States. Army. Corps of Engineers. Albuquerque District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Preliminary guide to wetlands of peninsular Florida : major associations and communities identified : final report (Waterways Experiment Station, 1978), also by Environmental Effects Laboratory (U.S. Army Engineer Waterways Experiment Station) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Pressure and air demand tests in flood-control conduit, Denison Dam, Red River, Oklahoma and Texas (Waterways Experiment Station, 1953) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Pressure cells for field use. (Waterways Experiment Station, 1955) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Pressure grouting fine fissures. (Waterways Experiment Station, 1956) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Pressure tests in flood-control conduit, Melvern Dam, Kansas : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by Timothy L. Fagerburg, United States Army Corps of Engineers, and United States. Army. Corps of Engineers. Kansas City District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Principles of similitude for wave action. (Waterways Experiment Station, 1941) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A probabilistic analysis of embankment stability problems (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils ands Pavements Laboratory, 1977), also by Lawrence William Gilbert and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A procedure for determining elastic moduli of soils by field vibratory techniques. (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Procedures for development of CBR design curves : final report (U. S. Engineer Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by A. Taboza Pereira and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Proceedings, Research Planning Conference on the Aquatic Plant Control Program, 19-22 October 1976, Atlantic Beach, Fla. : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, 1977), also by Fla.) Research Planning Conference on the Aquatic Plant Control Program (1976 : Atlantic Beach and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Project Danny Boy, Nevada Test Site, 5 March 1962 (Vicksburg, Mississippi : Waterways Experiment Station ; Springfield, Virginia : Available from National Technical Information Service, 1964., 1964), also by L. F. Ingram and U.S. Atomic Energy Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Project pre-BUGGY (Washington, D.C. : Department of Commerce, Office of Technical Services, 1965., 1965), also by Allen D. Rooke, L. K. Davis, Project Plowshare (U.S.), and U.S. Army Engineer Nuclear Cratering Group (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Project Pre-GONDOLA II, survival of hypothetical preemplaced charges (Waterways Experiment Station, 1968), also by Charles E. Joachim and U.S. Army Engineer Nuclear Cratering Group (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Proof-test section, Columbus Air Force Base. (Army Engineer Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Proof-test section, Columbus Air Force Base, structural investigation of pavements. (Army Engineer Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Prototype hawser-force measurements, Jackson Lock, Tombigbee River, Alabama (Waterways Experiment Station, 1965), also by J. V. Dawsey, W. C. Blanton, C. J. Huval, and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Pumping stations for Drainage District no. 17, Mississippi County, Arkansas : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by Peter E. Saunders and United States. Army. Corps of Engineers. Memphis District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Quality control and management of oceanographic wave-gage data (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1990., 1990), also by Andrew Morang, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Radioactive sediment tracer tests, Houston Ship Channel, Houston, Texas (Waterways Experiment Station, 1969), also by E. Dale Hart (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Radioactive sediment tracer tests near the north and south jetties, Galveston Harbor entrance (Waterways Experiment Station, 1965), also by L. F. Ingram, H. B. Simmons, R. S. Cummins, and United States. Army. Corps of Engineers. Galveston District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Reaeration tests, outlet works Beltzville Dam, Pohopoco Creek, Pennsylvania : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by E. Dale Hart, Steven C. Wilhelms, United States. Army. Corps of Engineers. Philadelphia District, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Recent and planned marsh establishment work throughout the contiguous United States : a survey and basic guidelines, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory, 1977), also by E W. Garbisch and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Red River Waterway, La., Tex., Ark., and Okla., Mississippi River to Shreveport, La., Reach, Lock and Dam No. 1 : hydraulic model investigation, final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by Noel R. Oswalt and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The relation of thermal expansion of aggregates to the durability of concrete. (Waterways Experiment Station, 1950) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Relations between the behavior of clay minerals with respect to water and the physical properties of cohesive soils. (Waterways Experiment Station, 1942) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Remote-sensing procedures for detecting and monitoring various activities regulated by the Mobile District : final report (U.S. Army Engineer Waterways Experiment Station, 1980), also by Horton Struve, William L. Kirk, and United States. Army. Corps of Engineers. Mobile District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Requirements for water for use in mixing or curing concrete. (Waterways Experiment Station, 1956) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Residual strength of clay and clay-shales by rotation shear tests (Waterways Experiment Station, 1970), also by Daniel P. LaGatta and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Resinous water repellants for soils : interim report . (Waterways Experiment Station, 1946), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Response of deep two-way-reinforced and unreinforced concrete slabs to static and dynamic loading. Report 2, The dynamic response of deep slabs Project Hercules (Waterways Experiment Station, 1969), also by Gayle E. Albritton, K. M. Cole, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Response of deep two-way-reinforced and unreinforced concrete slabs to static and dynamic loading. Report 1, Review of the literature and nuclear weapons effects pertaining to deep slabs (Waterways Experiment Station, 1969), also by Gayle E. Albritton, K. M. Cole, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Response of deep two-way-reinforced and unreinforced concrete slabs to static and dynamic loading : report 4 : Mine Shaft Series, Mine Under Event, Program 3, structural response, deep-slab tests (Waterways Experiment Station, 1969), also by Gayle E. Albritton, David M. Bayer, Jimmy Piroshaw Balsara, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Response of deep two-way-reinforced and unreinforced concrete slabs to static and dynamic loading. report 5, Static tests of deep square composite slabs (Waterways Experiment Station, 1970), also by James E. Beavers, Gayle E. Albritton, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Response of deep two-way-reinforced and unreinforced concrete slabs to static and dynamic loading : report 6 : Mine Shaft Series, Mineral Rock Event, Program 3, structural response studies, deep-slab tests, Phase 2 (Waterways Experiment Station, 1970), also by James M. Watt, Gayle E. Albritton, Jimmy Piroshaw Balsara, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Response of deep two-way-reinforced and unreinforced concrete slabs to static and dynamic loading : report 7 : static tests of deep slabs having various span-to-thickness ratios (Waterways Experiment Station, 1971), also by James E. Beavers, Gayle E. Albritton, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Restoration of landing-mat-surfaced subgrades by grouting methods (Waterways Experiment Station, 1970), also by Cecil D. Burns, Victor C. Barber, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Review of available information on polyvinyl acetate as an admixture for concrete (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Review of observations from hydrostatic pressure measuring devices, Wappapello Dam, Wappapello, Missouri (Waterways Experiment Station ;, 1957), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Review of petrographic studies of bed material, Mississippi River, its tributaries, and offshore areas of deposition (Waterways Experiment Station, 1956), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Review of soils design, construction, and performance observations, Algiers Lock, Louisiana (Waterways Experiment Station, 1959), also by United States. Army. Corps of Engineers. Lower Mississippi Valley Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Review of soils design, construction, and performance observations, Bayou Courtableau Drainage Structure, La. (Army Engineer Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Review of soils design, construction, and performance observations, Harlan County Dam, Nebraska. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Review of soils design, construction, and performance observations, Vicksburg floodwall (Waterways Experiment Station, 1958), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Review of soils design, construction, and prototype observations, Grenada Dam, Mississippi (Waterways Experiment Station, 1962), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Review of soils design, construction, and prototype observations, Texarkana Dam, Texas (Waterways Experiment Station, 1958), also by United States. Army. Corps of Engineers. Lower Mississippi Valley Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Review of the literature pertaining to the analysis of deep beams (Waterways Experiment Station, 1965), also by Gayle E. Albritton and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Revised method of thickness design for flexible highway pavements at military installations. (Army Engineer Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Rifling in dredge pipe lines. (Waterways Experiment Station, 1939) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): 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), also by Stephen T. Maynord, Noel R. Oswalt, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The role of sewage lagoons at Corps of Engineers recreation areas : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory ;, 1977), also by Terry D. Hand, Randall R. Williams, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Routine and atypical wetland determinations according to CE wetlands delineation manual : field reference. (Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1987) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Salinity tests of existing channel : report no. 2 [of] Delaware River model study (U.S. Waterways Experiment Station, 1954), also by United States. Army. Corps of Engineers. Philadelphia District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Savannah Harbor investigation and model study. Volume IV, Reanalysis of freshwater control plan : numerical model study (Vicksburg, Mississippi : U.S. Army, Corps of Engineers, Waterways Experiment Station, 1979., 1979), also by C. J. Huval, M. B. Boyd, Paul K. Senter, Roger H. Multer, and United States. Army. Corps of Engineers. Savannah District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Sediment investigations on the Mississippi River and its tributaries, 1930-31. (Waterways Experiment Station, 1931) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Seismic and resistivity geophysical exploration methods. (Vicksburg, Miss., 1943) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Selected geologic literature, Lower Mississippi Valley Division area, index and annotated bibliography : supplement 2 (Waterways Experiment Station, 1968), also by Roger T. Saucier and United States. Army. Corps of Engineers. Lower Mississippi Valley Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Selected geologic literature, Lower Mississippi Valley Division area, index and annotated bibliography : supplement 5 (Waterways Experiment Station, 1971), also by Roger T. Saucier and United States. Army. Corps of Engineers. Lower Mississippi Valley Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Selected geologic literature, Lower Mississippi Valley Division area : index and annotated bibliography (Waterways Experiment Station ;, 1966), also by Roger T. Saucier and United States. Army. Corps of Engineers. Lower Mississippi Valley Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Selection and design of a bore generator for the Hilo Harbor tsunami model : hydraulic model investigation (Waterways Experiment Station, 1965), also by C. C. Shen and United States. Army. Corps of Engineers. Honolulu District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Selection of scale for riprap model of in-shore harbor, Site X : analytical investigation (Waterways Experiment Station, 1966), also by A. M. Kamel and United States. Naval Facilities Engineering Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Ship simulation study of Grays Harbor Navigation Project, Grays Harbor, Washington (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), also by J. Christopher Hewlett, Larry L. Daggett, C. J. Huval, Kathren M. Eagles, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Seattle District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Shoaling conditions in Lock and Dam 13 pool, Arkansas River (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1983., 1983), also by James E. Foster, James E. Glover, Charles Mark Noble, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Tulsa District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Shock-absorbing materials : report 1 : backpacking materials for deeply buried protective structures (Waterways Experiment Station, 1967), also by G. C. Hoff, United States. Defense Atomic Support Agency, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Shock-absorbing materials : report 3 : selection of a suitable low-density concrete for backpacking for a proposed field test (Waterways Experiment Station, 1968), also by G. C. Hoff and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Shock response of rock at pressures below 30 kilobars (Waterways Experiment Station, 1967), also by Donnie L. Ainsworth, Billy R. Sullivan, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Shock-wave attenuation properties of a bubble screen (U). (Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Shock waves resulting from explosions at an air-water interface. Report 1, Analytical study (Waterways Experiment Station, 1969), also by Akira Sakurai and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Similitude study of flexible buried arches subjected to blast loads (Waterways Experiment Station, 1968), also by Jimmy P. Balsara and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Similitude study of reinforced concrete deep beams (Waterways Experiment Station, 1971), also by Jimmy P. Balsara, Larry E. Roggenkamp, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Simplified manual for the evaluation of overseas airfield pavements (Waterways Experiment Station, 1951) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Slide gate tests, Norfork Dam, North Fork River, Arkansas : preliminary report. (U.S. Waterways Experiment Station, 1949), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil as a factor in shoaling processes : a literature review. (Vicksburg, Mississippi : U.S. Army, Corps of Engineers, Committee on Tidal Hydraulics, 1960., 1960) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil compaction investigation. Report no. 1, Compaction studies on clayey sands. (Waterways Experiment Station, 1949) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil compaction investigation. Report no. 10, Evaluation of vibratory rollers on three types of soils (Waterways Experiment Station, 1968), also by Jim W. Hall and United States Air Force (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil compaction investigation. Report no. 2, Compaction studies on silty clay. (Waterways Experiment Station, 1949) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil compaction investigation : report no. 3 : compaction studies on sand subgrade. (Waterways Experiment Station, 1949) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil compaction investigation. Report no. 4, Subgrade compaction studies (Waterways Experiment Station, 1950), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil compaction investigation. Report no. 5, Miscellaneous laboratory tests (Waterways Experiment Station, 1950), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil compaction investigation. Report no. 6, Effect of size of feet on sheepsfoot roller (Waterways Experiment Station, 1954), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil compaction investigation. Report no. 7, Effect on soil compaction of tire pressure and number of coverages of rubber-tired rollers and foot-contact pressure of sheepsfoot rollers (Waterways Experiment Station, 1956), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil compaction investigation. Report no. 8, Effect of lift thickness and tire pressure (Waterways Experiment Station, 1957), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil compaction investigation. Report no. 9, Compaction of a graded crushed-aggregate base course. (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil mechanics fact finding survey, permeability testing : progress report. (Waterways Experiment Station, 1941) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil mechanics fact finding survey, progress report. Cooperative triaxial shear research program of the Corps of Engineers (Vicksburg, Miss., 1947), also by Donald Wood Taylor and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil pressure cell investigation : interim report. (Waterways Experiment Station, 1944), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soil stabilization : report 5 : investigations of quicklime as a stabilizing material. (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Soils and foundation analyses for Delong pier installation at Little Creek, Virginia. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A solution for the wave velocity field existing on an underwater portion of an impervious sloping breakwater (Vicksburg, Mississippi : Waterways Experiment Station, 1964., 1964), also by A. Trampus, R.W. Whalin, and National Marine Consultants (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Some aspects of flow-induced vibrations of hydraulic control gates (Iowa Institute of Hydraulic Research, University of Iowa , 1969), also by Frederick A. Locher and Iowa Institute of Hydraulic Research (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Some factors affecting moisture content-density-cone index relations. (Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Some theoretical and experimental implications of constant shear modulus constitutive models (Waterways Experiment Station, 1971), also by Behzad Rohani, John Guy Jackson, and United States. Defense Nuclear Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): South jetty stability study, Masonboro Inlet, North Carolina : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1978), also by Robert D. Carver, Dennis G. Markle, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Wilmington District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Spillway and conduits for Pine Flat Dam, Kings River, California : hydraulic model investigation (U.S. Waterways Experiment Station, 1953), also by United States. Army. Corps of Engineers. Sacramento District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Spillway and outlet works, East Branch Reservior, Clarion River, Pennsylvania : model investigation. (U.S. Waterways Experiment Station, 1951) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Spillway for Detroit Dam, North Santiam River, Oregon : model investigation. (U.S. Waterways Experiment Station, 1948), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Spillway for Gavins Point Dam, Missouri River, Nebraska : hydraulic model investigation (U.S. Waterways Experiment Station, 1955), also by United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Spillway for John Redmond Dam, Grand (Neosho) River, Kansas: hydraulic model investigation. (U.S. Army Engineer Waterways Experiment Station, Corps of Engineers, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Spillway for Philpott Dam, Smith River, Virginia : model investigation. (U.S. Waterways Experiment Station, 1950), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Spillway for typical low-head navigation dam, Arkansas River, Arkansas : hydraulic model investigation (Waterways Experiment Station, 1964), also by John L. Grace and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Spillway vibration, pressure and velocity measurements, Ozark Lock and Dam, Arkansas River, Arkansas : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by C. A. Pugh and United States. Army. Corps of Engineers. Little Rock District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Stability of rubble-mound breakwater Lahaina Harbor, Hawaii : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, Hydraulics Laboratory, 1976), also by Robert D. Carver (page images at HathiTrust)
• Waterways Experiment Station (U.S.): State of the art for assessing earthquake hazards in the United States : Report 5, plate tectonics and earthquake assessment. (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1976), also by Jack L. Walper and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): State-of-the art for assessing earthquake hazards in the United States. Report I, Design earthquakes for the Central United States (U.S. Army Engineer Waterways Experiment Station, 1973), also by Otto W. Nuttli and Waterways Experiment Station (U.S.). Soils and Pavements Laboratory (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Static and dynamic laboratory tests of unreinforced concrete fixed-end arches buried in dry sand (Waterways Experiment Station, 1967), also by George D. Meyer, Walter J. Flathau, and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Static tests of reinforced concrete beams : report 1 : development of iterative analysis procedure and tests of beams reinforced with steel, aluminum, and fiber glass, with and without helical compressive reinforcement (Waterways Experiment Station, 1968), also by H. G. Geymayer and United States. Department of the Army. Office of Research and Development (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Static tests of reinforced-concrete deep beams (Waterways Experiment Station, 1965), also by Gayle E. Albritton and United States. Defense Atomic Support Agency (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A statistical model to predict the transit capacity of sea-level canals (Waterways Experiment Station, 1969), also by J. Harrison, J. W. Brown, B. G. Stinson, and United States. Atlantic-Pacific Interoceanic Canal Study Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Stresses under moving vehicles : report 2 : wheeled vehicles (M135), lean and fat clay, 1957. (Army Engineer Waterways Experiment Station, 1960) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Stresses under moving vehicles : report 3 : tracked vehicles (M29C, D4 and D7), on fat clay, 1956. (Army Engineer Waterways Experiment Station, 1960) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Stresses under moving vehicles : report 4 : distribution of stresses on an unyielding surface beneath stationary and towed pneumatic tires (Waterways Experiment Station, 1964) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Structure studies. (Waterways Experiment Station, 1939) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Studies of aerial cone penetrometer : report 1 : laboratory study of mechanical principles. (Waterways Experiment Station, 1957) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Studies of aerial cone penetrometer : report 2 : field tests. (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Studies of aerial cone penetrometer : report 3 : field tests in fine-grained soils, 1960. (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Study of channelized traffic [results of a traffic survey performed at Lake Charles, Pinecastle, and MacDill Air Force Bases] Conducted for Office of the Chief of Engineers, Airfields Branch, Engineering Division, Military Construction. (Vicksburg, Miss., 1956) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Study of chert popouts, Wolf River floodwall, Memphis, Tennessee : report 1 : initial observations. (Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Study of chert popouts, Wolf River floodwall, Memphis, Tennessee : report 2 : further observations (Waterways Experiment Station, 1972), also by Alan D. Buck and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Study of harbor design (Reproduced by U.S. Waterways Experiment Station], 1946), also by Hwa Chao, Zan-ziang Hsu, and Teng-kao Chu (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A study of in-place density determinations for soils (Waterways Experiment Station, 1955), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Study of materials in suspension, Mississippi River (Waterways Experiment Station, 1939) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Study of materials in transport : passes of the Mississippi River (Waterways Experiment Station, 1939), also by United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Study of nuclear probes for determination of airfield densities and moistures. (Waterways Experiment Station, 1957) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Study of vibration in concrete : report 3, mechanics of motion of fresh concrete (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Concrete Laboratory, 1977), also by A. Michel Alexander and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Study of vibration of concrete : report 1, review of literature (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Concrete Laboratory, 1967), also by Howard Sugiuchi and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Study of vibration of concrete : report 2, mechanical impedance measurements (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Concrete Laboratory, 1969), also by Billy R. Sullivan and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Submergible-type tainter gate for spillway, Cheatham Lock and Dam, Cumberland River, Tennessee : hydraulic model investigation (U.S. Waterways Experiment Station, 1954), also by United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Subsurface exploration and sampling of soils for civil engineering purposes : report on a research project of the Committee on Sampling and Testing, Soil Mechanics and Foundations Division, American Society of Civil Engineers (Engineering Foundation, 1962), also by M. Juul Hvorslev, Harvard University. Graduate School of Engineering, Engineering Foundation (U.S.), and American Society of Civil Engineers. Committee on Sampling and Testing (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Sulfate-resistant concrete : report 1 : literature review. (Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Summary of capabilities. (Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Summary of capabilities. (Waterways Experiment Station, 1985) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Summary of investigations of effects of jet blast, fuel spillage, and traffic on experimental tar-rubber-concrete pavements (Waterways Experiment Station, 1955), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Summary reviews of soil stabilization processes : report 6 : mixing principles, techniques and equipment. (Waterways Experiment Station, 1961) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Swell behavior of NAF-11 Sigonella foundation soil : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils and Pavements Laboratory, 1977), also by Lawrence D. Johnson and United States. Army. Corps of Engineers. Europe Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Swellhead effect of navigation structures. (Waterways Experiment Station ;, 1961), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Symposium on Detection of Subsurface Cavities, 12-15 July 1977 (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, 1977), also by Symposium on Detection of Subsurface Cavities and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): TABS-1 numerical model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), also by Ronald R. Copeland and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): TABS-2 numerical model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1990., 1990), also by H. J. Lin, David R. Richards, W. D. Martin, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tar-rubber test section at Waterways Experiment Station. Report no. 1- (Vicksburg, Miss., 1953) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tar-rubber test section at Waterways Experiment Station. Report no. 1, Design and construction of test section (Waterways Experiment Station, 1953), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tar-rubber test section at Waterways Experiment Station. Report no. 2, Heat and blast effects (Waterways Experiment Station, 1957) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Technical memorandum (U.S. Waterways Experiment Station, in the 20th century) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Technical report. (Vicksburg, in the 20th century) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Technical report S- (Vicksburg, Miss., in the 20th century) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A technique for mapping terrain microgeometry. (Army Engineer Waterways Experiment Station, 1962) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tensile crack exposure tests : report 2 : results of tests of reinforced concrete beams, 1955-1963 (Waterways Experiment Station, 1964), also by E. C. Roshore and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Terrain analysis by electromagnetic means. Report 5, Laboratory measurement of electromagnetic propagation constants in the 1.0- to 1.5-GHz microwave spectral region (Waterways Experiment Station, 1971), also by Jerry R. Lundien and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Terzaghi lectures in Texas. (Waterways Experiment Station, 1939) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests for chemical reactivity between alkalies and aggregate. Report no. 3, Further investigation of the mortar-bar test (Waterways Experiment Station, 1967), also by Billy J. Houston and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests of air-entraining admixtures. (Waterways Experiment Station, 1951) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests of blends of portland cement with masonry cement (Waterways Experiment Station, 1953), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests of commercially available cementitious materials (Waterways Experiment Station, 1951), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests of holding strength of form anchors embedded in concrete placed and cast at reduced temperatures. (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests of membrane-forming compounds for curing concrete (Waterways Experiment Station, 1954), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests of rock cores, Mountain Home, Idaho, and Fairchild, Washington areas (Waterways Experiment Station ;, 1969), also by K. L. Saucier (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests of samples from potential riprap sources, Shelbyville Reservoir, Kaskaskia River, Illinois (Waterways Experiment Station, 1962), also by United States. Army. Corps of Engineers. Lower Mississippi Valley Division. Materials and Concrete Laboratory and United States. Army. Corps of Engineers. St. Louis District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests of sanded grouts : report 4 : influence of manufactured sands and admixtures on pumpability and evaluation of a colcrete mixer. (Waterways Experiment Station, 1958) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests of sanded grouts : report 5 : effects of fly ash in grouting coarse sands and fine gravels. (Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests of selected insulating materials for mass concrete (U.S. Army Engineer Waterways Experiment Station, 1970), also by E. C. Roshore and Henry T. Thornton (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests of vinyl membrane as surfacing for airplane landing facilities : a Corps of Engineers research and development report (Waterways Experiment Station, 1955) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests of weighing and recording equipment for concrete batching (Waterways Experiment Station, 1955), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tests on concrete and mortar surfaces cast against various types of forms and form linings. (Waterways Experiment Station, 1952) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Theoretical landing mat studies : a Corps of Engineers research and development report (Waterways Experiment Station, 1955) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Thirteenth progress report on model laws for density currents : an experimental study of the motion of saline water from locks into fresh water channels (U.S. Dept. of Commerce, National Bureau of Standards, 1957), also by Garbis Hovannes Keulegan (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Three-dimensional hydrodynamic model verification (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1995., 1995), also by Rutherford C. Berger, J.H. Schmidt, W.D. Martin, R.T. McAdory, 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)
• Waterways Experiment Station (U.S.): Three-dimensional numerical modeling of hydrodynamics and salinity (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1995., 1995), also by Rutherford C. Berger, Larry H. Hauck, William D. Martin, Joseph H. Schmidt, Robert T. McAdory, Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Galveston District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Three-dimensional numerical simulation of mobile-bed hydrodynamics (Iowa Institute of Hydraulic Research, The University of Iowa, 1993), also by Miodrag Spasojevic, Forrest M. Holly, and Iowa Institute of Hydraulic Research (page images at HathiTrust; US access only)
• Waterways Experiment Station (U.S.): Tidal flushing of estuaries : report no. 1, proposed program of investigations for fiscal years 1953 and 1954 (U.S. Waterways Experiment Station, 1953), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tidal prism measurements at mouth of Columbia River : hydraulic model investigation (Waterways Experiment Station, 1970), also by Frank A. Herrmann (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tillamook Bay entrance refraction study, Tillamook, Oregon : final report (Waterways Experiment Station, Hydraulics Laboratory, 1977), also by Lyndell Z. Hales and United States. Army. Corps of Engineers. Portland District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Time course of salinity & temperature adaptation in commercial brown shrimp (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by A. Venkataramiah, Miss.) Gulf Coast Research Laboratory (Ocean Springs, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Time-dependent deformation of concrete under multiaxial stress conditions : final report (U.S. Waterways Experiment Station, 1975), also by J. E. McDonald (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Topsoil and seeding studies at Purdue University, Indiana (Waterways Experiment Station, 1954), also by Eldon J. Yoder and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Topsoil and seeding studies at Vicksburg, Mississippi (Waterways Experiment Station, 1953), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Torsion shear apparatus and testing procedures (Waterways Experiment Station, Corps of Engineers, U.S. Army, 1952), also by Mikael Juul Hvorslev and Robert I. Kaufman (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Torsion shear tests on Atlantic muck, the Panama Canal : concluding report. (Waterways Experiment Station, 1951) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Total river sand discharge & detailed distribution (Vicksburg, Mississippi : U.S. Army, Corps of Engineers, Waterways Experiment Station, 1968., 1968), also by F. B. Toffaleti and United States. Army. Corps of Engineers. Committee on Channel Stabilization (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Trafficability of snow. Report no. 3, Greenland studies, 1955 and 1957. (Waterways Experiment Station, 1960) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Trafficability of snow. Report no. 4, Tests on subarctic snow (U.S. Waterways Experiment Station, 1960) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Trafficability of soils. (U. S. Waterways Experiment Station, 1945), also by United States. Mississippi River Commission (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Trafficability of soils; a summary of trafficability studies through 1955. (Vicksburg, 1956) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Trafficability of soils : tests on coarse-grained soils with self-propelled and towed vehicles, 1956-1957. (U.S. Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Trafficability of soils : tests on coarse-grained soils with self-propelled and towed vehicles, 1958-1961. (U.S. Waterways Experiment Station, 1963) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Trafficability predictions in tropical soils : four soils in the Panama Canal Zone, report 1. (Waterways Experiment Station, 1959) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Trafficability tests with a rubber-tired log skidder (Waterways Experiment Station, 1969), also by James H. Robinson, Boone Y. Richardson, Robert P. Smith, and United States. Army Materiel Command (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tri-axial compression testing. (Waterways Experiment Station, 1939) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Tsunami-wave elevation frequency of occurrence for the Hawaiian Islands : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Hydraulics Laboratory, 1977), also by James R. Houston, Dennis G. Markle, Robert D. Carver, and United States. Army. Corps of Engineers. Pacific Ocean Division (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Twelfth progress report on model laws for density currents : the motion of saline fronts in still water (U.S. Dept. of Commerce, National Bureau of Standards, 1958), also by Garbis Hovannes Keulegan (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Two-dimensional flow model for high-velocity channels (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1994., 1994), also by Richard L. Stockstill, Rutherford C. Berger, Evaluation Repair, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The U. S. Waterways Experiment Station. (Waterways Experiment Station, 1938) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Ultrasonic investigation of cracking in Kansas City floodwall (Armourdale Unit) (Waterways Experiment Station, 1954) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Underwater explosion test, Sevier Bridge Reservoir Utah (WES portion of program) (U.S. Waterways Experiment Station, 1955), also by Md.) Naval Ordnance Laboratory (White Oak (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Undisturbed sampling of a clay using vacuum and piston-type samplers. (U.S. Waterways Experiment Station, 1950), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Undisturbed sand sampling below the water table. (Waterways Experiment Station, 1950) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The unified soil classification system. (Vicksburg, 1953) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The Unified Soil Classification System. (page images at HathiTrust)
• Waterways Experiment Station (U.S.): The unified soil classification system : volume 2 : appendix A : characteristics of soil groups pertaining to embankments and foundations (Waterways Experiment Station, 1953), also by United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Upstream emergency dam Cheatham Lock, Cumberland River, Tennessee : hydraulic model investigation (U.S. Waterways Experiment Station, 1953), also by United States. Army. Corps of Engineers. Nashville District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Use of dredged material in solid waste management : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Environmental Effects Laboratory, 1977), also by Michael J. Bartos and United States Army Corps of Engineers (page images at HathiTrust)
• Waterways Experiment Station (U.S.): User's guide for a three-dimensional numerical hydrodynamic, salinity, and temperature model of Chesapeake Bay (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), also by Billy H. Johnson, H. Lee Butler, Keu W. Kim, Bernard B. Hsieh, Ronald E. Heath, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Army. Corps of Engineers. Baltimore District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A user's guide to a steady-state shallow-water directional spectral wave model (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1986., 1986), also by Jon M. Hubertz, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A user's guide to SHALWV : numerical model for simulation of shallow-water wave growth, propagation and decay (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1986., 1986), also by Steven A. Hughes, Robert E. Jensen, United States Army Corps of Engineers, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): A user's guide to SHALWV, numerical model for simulation of shallow-water wave growth, propagation and decay. Report 2, SHALWV--hurricane wave modeling and verification (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1987., 1987), also by Robert E. Jensen, Charles Eugene Abel, Charles L. Vincent, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Waterways Experiment Station (U.S.): User's guide to the Shoreline Modeling System (SMS) (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1992., 1992), also by Mark B. Gravens, Coastal Engineering Research Center (U.S.), and Shore Protection and Restoration Program (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Vicksburg Mobility Exercise A : vehicle analysis for remote-area operation (Waterways Experiment Station, 1965) (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Wastewater treatment on soils of low permeability : interim report (U.S. Army, Engineer Waterways Experiment Station, Office for Environmental Studies, 1974), also by Ronald E Hoeppel (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Water-temperature effects on stage-discharge relations in large alluvial rivers (Vicksburg, Mississippi : U.S. Army, Corps of Engineers, Waterways Experiment Station, 1969., 1969), also by G. B. Fenwick and United States. Army. Corps of Engineers. Committee on Channel Stabilization (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Waterways Experiment Station study report : Section 1135 investigations for Wildcat Creek (U.S. Army Corps of Engineers, San Francisco District], 2000), also by United States. Army. Corps of Engineers. San Francisco District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Wave absorbers in harbors (Vicksburg, Mississippi : Waterways Experiment Station, 1965., 1965), also by Bernard LeMéhauté (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Wave action and breakwater location Taconite Harbor (Two Islands), Lake Superior, Minnesota (U.S. Waterways Experiment Station, 1955), also by Erie Mining Company (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Wave action in Mission Bay Harbor, California : hydraulic model investigation (Waterways Experiment Station, 1969), also by J. W. Ball, Charles W. Brasfeild, and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)
• Waterways Experiment Station (U.S.): Yellow Creek sedimentation study : numerical model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1993., 1993), also by Ronald R. Copeland, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)

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