FLUVIAL GEOMORPHOLOGY APPLIED: LEVEE SAFETY AND FLOODPLAIN MANAGEMENT
Fluvial geomorphic and hydrologic research in our group uses empirical data to test assumptions and model-based conclusions regarding levee effects. In one project, a 1998 levee-crest elevation survey was precisely re-surveyed for 328 km of levees south of St. Louis. In the intervening ~10 years, local subsidence of up to 1.26 m was documented as well as permitted and unpermitted elevation increases of up to 1.49 m. Other research has focused on levee effects upon river flow dynamics and flood elevations. “That levees increase flood levels is subject to little disagreement” (GAO, 1995); there is, however, wide disagreement over the magnitudes of these increases. By identifying well documented past levee construction projects close to long-duration USGS river gages, we have documented levee-related flood increases (up to 2.3 m), as well as spatial patterns and details of such increases. These empirical results are being used to verify and constrain hydraulic model-based estimates of flood flow conditions and levee effects upon flow conveyance and storage.
Current and future efforts are focusing upon assessing flood risk and efforts to mitigate such risk. By wedding calibrated hydraulic modeling (e.g., HEC-RAS) with flood-risk assessment (using HAZUS-MH and detailed local infrastructure data), the SIU group has been quantifying floodplain exposure as a tool for flood-risk mitigation and testing a range of mitigation scenarios such as property and community buyouts, levee setbacks, and alternative river and floodplain management strategies.