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Course Outline
Modeling Approaches for Hydraulic Structures
Selecting the right representation for the structure and project purpose
· Review of 1D, 2D, and combined 1D/2D structure modeling options
· Choosing between bridges, culverts, inline structures, lateral structures, storage area/2D connections, and terrain-based representations
· Data requirements for structure geometry, survey, plans, inspection records, and field verification
· Understanding project objectives: design, floodplain mapping, dam safety, screening, or alternatives analysis
· Model setup quality control for structure hydraulics
Single and Multi-Barrel Pipe and Box Culverts
Detailed culvert inputs, coefficients, and result interpretation
· Culvert geometry, shape, inlet and outlet configuration, and barrel data
· Single barrel, multi-barrel, pipe, box, arch, and embedded structure considerations
· Inlet control, outlet control, tailwater, entrance losses, and outlet losses
· Roadway overtopping and combined culvert and weir flow
· Hands-on culvert modeling exercise and result review
Bridge Decks, Piers, Abutments, Headwalls, and Wingwalls
Representing bridge geometry and flow losses
· Bridge opening geometry, deck and roadway data, low chord, high chord, and pressure flow considerations
· Pier geometry, abutments, skew, ineffective flow areas, blocked obstructions, and contraction/expansion reaches
· Modeling headwalls, wingwalls, approach embankments, and related controls
· Selecting bridge computation methods and reviewing output tables
· Diagnosing unrealistic bridge losses, ineffective flow behavior, and flow distribution issues
Weir Coefficients and Dam Breach Parameters
Using hydraulic controls and breach assumptions responsibly
· Inline and lateral weirs, broad-crested weirs, sharp-crested weirs, ogee controls, and roadway overtopping
· Selecting and documenting weir coefficients
· Dam breach parameter inputs, breach timing, breach geometry, and sensitivity considerations
· Boundary conditions and routing effects for dam and reservoir scenarios
· Uncertainty, conservatism, and communication of breach modeling assumptions
Structure Losses and Rating Curves
Quantifying hydraulic behavior across flow ranges
· Computing and reviewing contraction, expansion, entrance, exit, pier, pressure flow, and weir losses
· Developing rating curves for culverts, bridges, weirs, and other controls
· Comparing alternatives and documenting governing hydraulic conditions
· Using plan comparisons and sensitivity runs to understand model behavior
· Linking hydraulic results to design criteria and regulatory questions
Exporting Results, Scour Protection, and Troubleshooting
Preparing practical deliverables and resolving common problems
· Exporting tables, profiles, cross-section plots, maps, and structure-specific results
· Interpreting velocity, shear, depth, overtopping, and freeboard outputs
· Applying hydraulic results to scour protection screening and preliminary countermeasure discussions
· Troubleshooting warning messages, nonconvergence, blocked flow, unexpected overtopping, and unrealistic rating curves
· Final model review checklist, questions and answers, and wrap-up