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Download page #114 - HEC-RAS Steady Flow (Dec 2022).
#114 - HEC-RAS Steady Flow (Dec 2022)
December 5-9, 2022
Objectives
The objective of the course is to enable the participants to perform water surface profile computations, for steady flow hydraulic analyses, using computer program HEC-RAS in a sound and effective manner.
This course teaches the concepts of open channel flow concepts, hydraulic model data requirements, HEC-RAS input requirements, laying out cross sections for 1D hydraulic modeling, application of bridge and culvert routines, calibration of a steady flow hydraulics model, floodway determination, an overview of Optional capabilities, and output analysis. The HEC-RAS software will be included in lectures and workshops. Participants have an opportunity to prepare input and analyze output during workshops.
Prerequisites
Nominees must be assigned (a) Occupational Series: Selected 0800 and 1300; (b) Grade: GS-05 or above. Nominees must be engineers who perform professional work in the fields of hydraulics and hydrology. Nominees should have one or more years of experience in these areas. Students should have had at least one (1) college level class in open channel Hydraulics. It is required that course participants be in positions or anticipate being in positions in the next year or two where they will be involved in water surface profile calculations.
Instructors
Cameron Ackerman
Stanford Gibson
Mark Jensen
Alex Kennedy
Alex Sanchez
Eric Tichanksy
Anton Rotter-Sieren
Kristy Riley (Course Coordinator)
Class Material
Agenda
Day 1 - Modeling River Hydraulics with HEC-RAS
Time | Topic | Objective | Instructor | Material | |
---|---|---|---|---|---|
0800-0900 | L0 | Introductions and pre-course activities | Welcome and discussion of class expectations | Riley | |
0900-1000 | L1.1 | Steady Flow Introduction, Applications, and Work Flow | Case studies (why steady flow is important). Demo showing starting HEC-RAS; steps in developing a hydraulic model: starting a new project, entering geometric data, entering steady flow data, performing the computations, viewing and printing results; getting and using help | Gibson | |
1000-1015 | Kahoot | Gibson | www.kahoot.it | ||
1015-1030 | Break | ||||
1030-1130 | L1.2 | Geometric Data Requirements for Water Surface Profile Calculations | Study limit determination; defining the river system schematic; cross section geometry and locations; optional cross section properties: ineffective flow areas, levees, and blocked obstructions; defining the reach lengths between sections; energy loss coefficients; stream junction data. | Ackerman | |
1130-1200 | W1.3 | Laying out Cross Sections Workshop | Ackerman | ||
1200-1300 | Lunch | ||||
1300-1400 | L1.4 | Geometric Data Development with RAS Mapper | This lecture will go through developing an HEC-RAS terrain model, river network, and entering and editing data tools in RAS Mapper. | Jensen | |
1400-1515 | W1.5 | Developing HEC-RAS Geometry Workshop | Students will create a new HEC-RAS terrain layer, layout the model schematic and cross sections. | Tichansky, Ackerman, Sanchez | |
1515-1545 | Review | Tichansky | |||
1545-1600 | Break | ||||
1600-1700 | L1.6 | Water Surface Profile Calculation | Classifications of open channel flow; velocity distribution in a channel; energy principles; cross section subdivision for conveyance calculations; friction loss equations; contraction and expansion losses; computational procedure; critical depth determination; and applications of the momentum equation | Sanchez |
Day 2 - Developing a Model and HEC-RAS Bridge Analysis
Time | Topic | Objective | Instructor | Material | |
---|---|---|---|---|---|
0800-0830 | L2.1 | Steady Flow Data Requirements | Discussions about flow regime; boundary conditions; discharge information | Sanchez | |
0830-0930 | L2.2 | Resistance to Flow | Discussions about Manning’s equation; uniform flow equations; methods for computing n values: tables, pictures, and equations; examples of calibrated n values for various streams. Spatially varied n. End with a demo | Gibson | |
0930-1000 | L2.3 | Viewing Results | Viewing results; cross section plots; profile plot; X-Y-Z plot; summary tables; errors, warnings, and notes, and floodplain maps in RAS Mapper. | Jensen | |
1000-1015 | Break | ||||
1015-1145 | W2.4 | 1D Model Development and Evaluating Results | Students will learn to create an HEC-RAS model, complete geometry, enter flow data, perform the hydraulic computations, and view results | Ackerman, Tichansky, Jensen | |
1145-1245 | Lunch | ||||
1245-1315 | Review | Ackerman | |||
1315-1415 | L2.5 | Bridge Hydraulics for 1D Modeling | Nature of flow through bridges; components of bridge losses; cross-section locations; defining ineffective flow areas; contraction and expansion losses. | Ackerman | |
1415-1430 | Break | ||||
1430-1445 | Kahoot | www.kahoot.it | |||
1445-1530 | L2.6 | Bridge Modeling Approaches in HEC-RAS | Available approaches to bridge loss computations within HEC-RAS; selecting the appropriate bridge modeling approach for various situations of low flow bridge hydraulics; selecting the appropriate bridge modeling approach for various situations under high flow bridge hydraulics. | Sanchez | |
1530-1545 | Break | ||||
1545-1615 | D2.7 | Application of HEC-RAS to Bridge Hydraulics | Demonstration of how to enter and edit bridge data; defining a bridge modeling approach; bridge modeling options; pertinent bridge output. | Tichansky | |
1615-1700 | W2.8 | Bridge Development Workshop | Students will learn to enter and edit bridge data for performing bridge hydraulic computations. | Tichansky, Sanchez, Jensen |
Day 3 - HEC-RAS Bridge and Culvert Hydraulics
Time | Topic | Objective | Instructor | Material | |
---|---|---|---|---|---|
0800-0900 | W3.1 | Bridge Analysis Workshop | Students will focus on solving the bridge solution for mass conservation. | Sanchez, Tichansky, Jensen | |
0900-0945 | Review | Sanchez | |||
945-1000 | Break | ||||
1000-1100 | L3.2 | Overview of Culvert Hydraulics | Definition of terms; input requirements: cross section locations, ineffective flow areas, expansion and contraction coefficients; inlet control; outlet control; solution logic | Jensen | |
1100-1130 | D3.3 | Application of HEC-RAS to Culvert Hydraulics | Demonstration of how to enter and edit culvert data; culvert modeling options; review of culvert output | Gibson | |
1130-1230 | Lunch | ||||
1230-1400 | W3.4 | Culvert Analysis | Students will learn how to enter and edit culvert data, perform culvert hydraulic computations; and review pertinent output | Jensen, Ackerman, Gibson | |
1400-1430 | Review | Jensen | |||
1430-1445 | Break | ||||
1445-1515 | L3.5 | Inundation Map Tools | Students will learn to use RAS Mapper tools for improving inundation mapping | Ackerman | |
1515-1545 | Guided demo | RAS Mapper tools for improving inundation mapping | Ackerman | ||
1545-1600 | Kahoot | www.kahoot.it | |||
1600-1700 | L3.6 | Overview of Optional Capabilities | Cross section interpolation; mixed flow regime calculations; flow distribution calculations; lateral structures and optimization; Inline Weirs and Gated Spillways. | Sanchez |
Day 4 – Model Calibration, Optimal Capabilities and Floodway Determination
Time | Topic | Objective | Instructor | Material | |
---|---|---|---|---|---|
0800-0915 | L4.1 | Calibrating a Steady Flow Model | Students will learn what data is required for model calibration and how to modify Manning’s n values to calibrate the model to observed data. | Gibson | |
0915-0930 | Break | ||||
0930-1100 | W4.2 | Model Calibration Workshop | Students will learn how to modify Manning’s n values to calibrate the model to observed data | Gibson, Sanchez, Ackerman | |
1100-1130 | Review | Gibson | |||
1130-1135 | Class Picture | ||||
1135-1245 | Lunch | ||||
1245-1300 | Kahoot | www.kahoot.it | |||
1300-1315 | D4.3 | Demo | Develop storage outflow curves | Mike Bartles | Using an HEC-RAS Model to Create Storage-Discharge Curves for Mod-Puls Reaches in HEC-HMS |
1315-1415 | D4.4 | Demo | Channel modification and terrain mods | Cam Ackerman | |
1415-1430 | Break | ||||
1430-1530 | L4.3 | Troubleshooting with HEC-RAS | This lecture will provide students with information on how to interpret HEC-RAS output messages (errors, warnings, and notes); diagnose common data input mistakes; and how to use the HEC-RAS Log File to understand more about the computations and possible problems | Jensen | |
1530-1630 | W4.4 | Troubleshooting Workshop | This workshop will teach students how to analyze the HEC-RAS output in order to detect common hydraulic modeling problems. | Jensen | |
1630-1700 | Review | Jensen |
Day 5 - HEC-RAS Trouble Shooting and Output Analysis
Time | Topic | Objective | Instructor | Material | |
---|---|---|---|---|---|
0800-0845 | L5.1 | Floodplain and Floodway Determination | Floodway definitions; general guidelines; computer procedures; program input requirements for floodway calculations; available output. | Jensen | |
0845-0900 | Break | ||||
0900-1030 | W5.2 | Floodway Determination | Students will learn how to enter and edit encroachment data and perform a floodway analysis. | Jensen, Sanchez, Ackerman | |
1030-1130 | Course Closing | Post-test, course evaluations, oral critique, and closing remarks | Riley |