View Important Policies and System Requirements for this course
INSTRUCTORS:
Scott Hogan, P.E.
Jie Zeng
Zubayed Rakib
Matahel Ansar
Luis Cadavid
Timothy A. Maughan
Rollin H. Hotchkiss, Ph.D, BC.WRE
Course Length: 1 hour
Purpose and Background
This course will only award PDHs for completion.
Technical presentations from the 2024 World Environmental & Water Resources Congress:
Automated Meshing and 3D Visualizations for 2D Bridges and Culverts in SMS/SRH-2D (20 minutes)
This presentation explores the advancements in two-dimensional hydraulic modeling with SRH2D, focusing on automated meshing for bridges and culverts. The historical evolution from manual mesh development to near-complete automation is highlighted, including the transition from the FESWIMS model to the finite volume model. Key features such as unstructured meshes, multiple boundary conditions, and the modeling of hydraulic structures are discussed. The presentation also covers the integration of advanced meshing techniques for bridges and culverts, improving the precision and efficiency of hydraulic engineering practices.
Application of Computational Fluid Dynamics Modeling to Study Maximum Allowable Gate Openings at Spillways (15 minutes)
This presentation discusses the application of computational fluid dynamics (CFD) to determine the maximum allowable gate openings (MAGO) at spillways. This involves optimizing spillway designs to prevent downstream scour and ensure safe operation under various flow conditions. The study incorporates both static parameters, like structure geometry, and dynamic parameters, such as stage levels and gate operations. Results from CFD simulations are used to optimize the geometric location of new spillways and validate MAGO curves for existing structures.
Drainage Area Limitations of Single Watershed, Peak Flow Estimates from NRCS Methods(22 minutes)
This presentation examines the limitations of single watershed peak flow estimates using NRCS methods. It addresses the accuracy of these estimates across different drainage areas and explores potential improvements. The presentation involves analyzing various scenarios to determine how well the NRCS methods perform in predicting peak flows. Findings suggest that refinements in the methods could lead to better predictions and more reliable watershed management practices.
Learning outcomes and session benefits
Upon completion of this course, you will be able to:
- Identify the key advancements in two-dimensional hydraulic modeling with SRH2D, particularly focusing on the transition from manual mesh development to automated processes.
- Analyze the capabilities and features of SRH2D, including the use of unstructured meshes and the modeling of hydraulic structures like culverts, weirs, and bridges.
- Explain the principles of computational fluid dynamics (CFD) used to determine the maximum allowable gate openings (MAGO) at spillways.
- List the benefits of using CFD simulations in determining the optimal geometric locations for new spillways and validating MAGO curves for existing structures.
- Describe the potential improvements and refinements that can be made to NRCS methods to enhance the accuracy of peak flow estimates.
- Explain the scenarios and conditions under which NRCS methods may fall short in accurately predicting peak flows.
Assessment of Learning Outcomes
Learning outcomes are assessed and achieved through passing a 10 multiple choice question post-test with at least a 70%.
Who Should Attend?
- Water resource engineers
- Consulting engineers
- Hydrogeologists
- Utility engineers
- Public Agency Engineers
- Utility Directors
How to Earn your PDHs and Receive Your Certificate of Completion
This course is worth 1 PDH. To receive your certificate of completion, you will need to complete a short on-line post-test and receive a passing score of 70% or higher within 365 days of the course.