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Results 1-10 of 72 (Search time: 0.051 seconds).
Item hits:
Issue DateTitleAuthor(s)
2022-02Wabash and Ohio River confluence hydraulic and sediment transport model investigation : a report for US Army Corps of Engineers, Louisville DistrictBell, Gary L.; Abraham, David D.; Clifton, Nathan D.; Lamkin, Kenneth H.
1987-09Corpus Christi Inner Harbor shoaling investigationUnited States. Army. Corps of Engineers. Galveston District.; Smith, Tamsen M.; McAnally, William H.; Teeter, Allen M.
1974-11Tillamook Bay model study : hydraulic model investigationUnited States. Army. Corps of Engineers. Portland District.; Fisackerly, George M.
1986-01Mississippi River passes physical model study. Report 2, Shoaling and hydraulic investigations in Southwest Pass : hydraulic model investigationUnited States. Army. Corps of Engineers. New Orleans District.; Benson, Howard A.; Boland, Robert A.
1974-07Van Buren reach, Arkansas River navigation project : hydraulic model investigationUnited States. Army. Corps of Engineers. Little Rock District.; Shows, Louis J.; Franco, John J.
1974-06Remedial plans for prevention of harbor shoaling, Port Orford, Oregon : hydraulic model investigationUnited States. Army. Corps of Engineers. Portland District.; Giles, Michael L.; Chatham, C. E. (Claude E.)
1975-10Grays Harbor Estuary, Washington. Report 5, Maintenance studies of 35-ft-deep (MSL) navigation channel : hydraulic model investigationUnited States. Army. Corps of Engineers. Seattle District.; Brogdon, Noble J.
1972-09Grays Harbor Estuary, Washington. Report 4, South jetty study : hydraulic model investigationUnited States. Army. Corps of Engineers. Seattle District.; Brogdon, Noble J.
1972-09Grays Harbor Estuary, Washington. Report 2, North jetty study : hydraulic model investigationUnited States. Army. Corps of Engineers. Seattle District.; Brogdon, Noble J.
1972-09Grays Harbor Estuary, Washington. Report 3, Westport small-boat basin study : hydraulic model investigationUnited States. Army. Corps of Engineers. Seattle District.; Brogdon, Noble J.