Hydraulic study of the Chesapeake and Delaware Canal

Journal of Waterway, Port, Coastal and Ocean Engineering

Volumn 135, Issue 1, 2009, Pages 24-30

  Ward, Nicholas Dudley ^a   Gebert, Jeffrey A ^b   Weggel, J Richard ^c  

^a PATTLE DELAMORE PARTNERS LTD   (New Zealand)

^b U S ARMY   (United States)

^c Drexel University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY VALUE PROBLEMS; FLUID DYNAMICS; HYDROGRAPHIC SURVEYS;

CHESAPEAKE; CURRENT METERS; CURRENT SPEEDS; DELAWARE ESTUARIES; DELAWARES; DYNAMIC FORMS; MODEL GEOMETRIES; NET FLOWS; ONE-DIMENSIONAL FLOW MODELS; ST. VENANT EQUATIONS; TIDAL FORCING; U.S. ARMIES;

HYDRAULIC STRUCTURES;

BOUNDARY CONDITION; CANAL; DISCHARGE; FLOW MODELING; HYDRAULICS; HYDROGRAPHIC SURVEY;

CHESAPEAKE BAY; DELAWARE BAY; NORTH AMERICA; UNITED STATES;

EID: 57949103761     PISSN: 0733950X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-950X(2009)135:1(24)     Document Type: Article

References (4)

1. Fagerburg, T. (1995). "Delaware Bay field report." Technical Rep. No. HL-95-1, U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, Miss.
2. Johnson, B. H., Heath, R. E., Hsieh, B. B., and Kim, K. W. (1999). "Assessment of channel deepening in the Chesapeake and Delaware Canal and approach channels in Upper Chesapeake Bay - A three-dimensional numerical model study." U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
3. Kim, K. W., and Johnson, B. H. (1998). "Assessment of channel deepening in the Delaware River and bay." TR CHL-98-29, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss
4. Stoker, J. J. (1958). Water waves, Chap. 11, Wiley, New York.