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Issue DateTitleAuthor(s)
1970-07Galveston Bay hurricane surge study. Report 2, Effects of proposed barriers on tides, currents, salinities, and dye dispersion for normal tide conditions. Appendix A, Dye time-concentration curvesUnited States. Army. Corps of Engineers. Galveston District.; Hydraulics Laboratory (U.S.)
1982-08Design for wave protection and prevention of shoaling, Geneva-on-the-Lake small-boat harbor, Ohio : hydraulic model investigationUnited States. Army. Corps of Engineers. Buffalo District.; Bottin, Robert R.
1982-09McGee Creek pumping station siphon, Pike County, Illinois : hydraulic model investigationUnited States. Army. Corps of Engineers. St. Louis District.; Copeland, Ronald R.
1969-05Spillway for Rend Lake Reservoir, Big Muddy River, Illinois : hydraulic model investigationUnited States. Army. Corps of Engineers. St. Louis District.; Fletcher, Bobby P.; Grace, John L.
1982-10Los Esteros Spillway, Pecos River, New Mexico : hydraulic model investigationUnited States. Army. Corps of Engineers. Albuquerque District.; Fletcher, Bobby P.
1987-08Isabella Dam spillway, Kern River, California : hydraulic model investigationUnited States. Army. Corps of Engineers. Sacramento District.; Davis, W. Glenn.
1983-06Norfolk Harbor and channels deepening study. Report 1, Physical model results : Chesapeake Bay hydraulic model investigationUnited States. Army. Corps of Engineers. Norfolk District.; Richards, David R.; Morton, Michael R.
1970-05Wave action and breakwater location, Vermilion Harbor, Ohio : hydraulic model investigationUnited States. Army. Corps of Engineers. Buffalo District.; Brasfeild, Charles W.
1970-03Operating forces on sector gates under reverse heads : hydraulic model investigationUnited States. Army. Corps of Engineers. New Orleans District.; Oswalt, Noel R.
1983-03Cleveland Harbor, Ohio, design for the safe and efficient passage of 1,000-ft-long vessels at the west (main) entrance : hydraulic model investigationUnited States. Army. Corps of Engineers. Buffalo District.; Bottin, Robert R.

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