FLOW TRANSITIONS IN BRIDGE BACKWATER ANALYSIS

Journal of Hydraulic Engineering

Volumn 125, Issue 9, 1999, Pages 981-983

  Hunt, John ^a   Brunner, Gary W ^b   Larock, Bruce E ^c  

^a Owen Ayres and Associates Inc   (United States)

^b Hydrologic Engineering Center   (United States)

^c University of California Davis   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ENERGY DISSIPATION; EXPANSION; BRIDGES; HYDRAULICS; INLAND WATERWAYS; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; ONE DIMENSIONAL; STREAM FLOW; TRANSITION FLOW;

ACCURATE PREDICTION; CONTRACTION COEFFICIENTS; DOWN-STREAM; EXPANSION COEFFICIENTS; FIELD DATA; FLOOD PLAINS; FLOW COMPUTATION; FLOW TRANSITIONS; ONE-DIMENSIONAL MODEL; WATER SURFACE PROFILE;

RIVERS; FLOW OF WATER;

BRIDGE BACKWATER ANALYSIS; CONTRACTION REACH LENGTH; TRANSITION REACH LENGTH;

BACKWATER; BRIDGE; CONTRACTION; RIVER; TRANSITION FLOW;

EID: 0033197631     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1999)125:9(981)     Document Type: Article

References (8)

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3. Flow transitions in bridge backwater analysis. (1995). Hydrologic Engrg. Ctr., U.S. Army Corps of Engineers, Davis, Calif.
4. HEC-RAS River Analysis System users manual. (1998a). Hydrologic Engrg. Ctr., U.S. Army Corps of Engineers, Davis, Calif.
5. HEC-RAS River Analysis System hydraulic reference manual. (1998b). Hydrologic Engrg. Ctr., U.S. Army Corps of Engineers, Davis, Calif.
6. Hunt, J. H. (1995). ‘‘Flow transitions in bridge backwater analysis,’’ MS thesis, University of California, Davis, Calif.
7. King, I. P. (1994). RMA-2 two-dimensional finite element hydrodynamic model. Resource Management Associates, Lafayette, Calif.
8. United States Geological Survey (USGS). (1989). ‘‘Guide for selecting Manning’s roughness coefficients for natural channels and flood plains.’’ Water-Supply Paper 2339, Reston, Va.