0145
Civil/Environmental
- Jan 21, 2009
- 2
Is it possible to conduct a bridge scour analysis with the use of unsteady flow data? I have only used HEC-RAS for steady flow modeling and I am unfamiliar with the options for unsteady flow. I may soon receive input unsteady flow data. Will I need to change this data to steady flow and if so can you offer any tips on completing this?