Search


Current filters:


Start a new search
Add filters:

Use filters to refine the search results, then click the above search button.


Results 191-200 of 214 (Search time: 0.06 seconds).
Item hits:
Issue DateTitleAuthor(s)
1975-12Masonboro Inlet, North Carolina, movable-bed hydraulic model study : effects of temperature and experimental proceduresCoastal Engineering Research Center (U.S.); Sager, Richard A.; Hollyfield, Noel W.
1976-04Improvements for Masonboro Inlet, North Carolina : hydraulic model investigation : Volume 2United States. Army. Corps of Engineers. Wilmington District; Seabergh, William C.
1970-05An experimental study of drag forces and other performance criteria of baffle blocks in hydraulic jumpsLehigh University. Department of Civil Engineering; United States. Assistant Secretary of the Army (R & D); Basco, David R.
1978-10South jetty stability study, Masonboro Inlet, North Carolina : hydraulic model investigationUnited States. Army. Corps of Engineers. Wilmington District; Carver, Robert D.; Markle, Dennis G.
1973-06Outlet works stilling basins, Clinton and Fort Scott Dams, Wakarusa and Marmaton Rivers, Kansas : hydraulic model investigationUnited States. Army. Corps of Engineers. Kansas City District; Melsheimer, Edwin S.
1972-08Effects of submerged sills in the St. Clair River : hydraulic model investigationUnited States. Army. Corps of Engineers. Detroit District; Franco, John J.; Glover, James E.
1970-05Capabilities of hydraulic modelsFortson, Eugene P.
1972-11Shoaling conditions, St. Louis Harbor, Mississippi River : hydraulic model investigationUnited States. Army. Corps of Engineers. St. Louis District; Franco, John J.
1975-09Mobile Bay model study. Report 1, Effects of proposed Theodore Ship Channel and disposal areas on tides, currents, salinities, and dye dispersionUnited States. Army. Corps of Engineers. Mobile District; Lawing, Raymond J.; Boland, Robert A.; Bobb, William H.
1975-09Mobile Bay model study. Report 1, Effects of proposed Theodore Ship Channel and disposal areas on tides, currents, salinities, and dye dispersion. App.C, Dye time-concentration curves for plan 1D and 1G (modified). App.D, Dye time-concentration curves for plan 1E (modified)United States. Army. Corps of Engineers. Mobile District; Lawing, Raymond J.; Boland, Robert A.; Bobb, William H.