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This course is offered online:
- Offered over 6 weeks, with pre-recorded content, exercises, and a 1.5 hour Live session each week.
- A recording will be made available of the live session for those who cannot attend.
- Participants should expect to spend 3-5 hours per week on the course.
- This format offers significant flexibility for working professionals and can accommodate a variety of schedules.
Online Course Schedule (Offered over 6 weeks)
- Week 1, Topic 1: Modeling Approaches for Hydraulic Structures
- Week 2, Topic 2: Single and Multi-Barrel Pipe and Box Culverts
- Week 3, Topic 3: Bridge Decks, Piers, Abutments, Headwalls, and Wingwalls
- Week 4, Topic 4: Weir Coefficients and Dam Breach Parameters
- Week 5, Topic 5: Structure Losses and Rating Curves
- Week 6, Topic 6: Exporting Results, Scour Protection, and Troubleshooting
Topics covered over the 6 week course:
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
Registration Date/Time:
5/14/2027 09:30am Central Time
Event Dates/Times:
- 5/14/2027 10:00am - 11:30am Central Time
- 5/21/2027 10:00am - 11:30am Central Time
- 5/28/2027 10:00am - 11:30am Central Time
- 6/4/2027 10:00am - 11:30am Central Time
- 6/11/2027 10:00am - 11:30am Central Time
- 6/18/2027 10:00am - 11:30am Central Time
Instructor
Krey Price
Director
Krey Price is a civil engineer specializing in water resources. Krey is based in Perth, Australia, where he provides consulting and training services in flood modeling. Krey has a master’s degree in hydraulic and coastal engineering from the University of California at Berkeley. Krey’s thirty-year career has included modeling, design, and project management for international flood mitigation projects.Program Director
Adib Amini
Participants will complete hands-on workshops using the current version of HEC-RAS and RAS Mapper.
A Windows laptop is required. Participants should install required software before the first session and confirm that they can open the workshop files.
All students will need a Windows laptop that has:
- A high-speed internet connection
- HEC-RAS, current version
- Microsoft Excel
- Adobe Acrobat Reader or another PDF reader