Watershed

Oral

396931 - Comparing Different Methods to Model the Rainfall to Runoff Process

Monday, June 4
10:30 AM - 12:00 PM
Location: Greenway IJ

With the increasing capabilities of two-dimensional programs like HEC-RAS, the use of HEC-HMS for modeling the rainfall-runoff process within small watersheds is becoming unnecessary. Modeling the rainfall-runoff process is a key component in estimating riverine flood inundation extents. A typical methodology for performing this analysis is with the U.S. Army Corps of Engineers software HEC-HMS and HEC-RAS. HEC-HMS is used to convert rainfall into runoff (represented by a flow hydrograph). The flow is calculated from a series of equations relating resultant flow with rainfall depth, watershed lag time, soil infiltration, and watershed size. Then, the software HEC-RAS is used to simulate the two-dimensional movement of flows across the ground surface. HEC-RAS uses a grid to represent the terrain, and the flow is simulated from one grid cell to another based on the properties of the terrain.

This presentation is about a flood modeling project for eight small streams in a Southern New England town. The goal of the project was to identify locations most susceptible to flooding. The calculation was first prepared using the traditional HEC-HMS/HEC-RAS methodology. In addition, the calculation was prepared using a new feature of HEC-RAS, which is direct simulation of the rainfall on the HEC-RAS two-dimensional grid. The peak flows at each stream’s downstream end were compared. The peak flows were also compared with peak flows estimated using regional regression equations. In addition, historic storms were simulated with the two methodologies and the results were compared with historic flood inundation extents documented in photographs.

The results of the comparisons vary by watershed, and the variation can often be attributed to watershed characteristics such as storage, land use, and topography. The calculation was ultimately prepared using the traditional method; however, the results of the comparison are helpful for selecting an appropriate approach for future projects.

Christine Emilie Suhonen


GZA

Christine Suhonen is a PE (Professional Engineer) at GZA. She has a Bachelor's Degree in Environmental Engineering from Tufts University, where she graduated summa cum laude. She also received a minor in Dance. She has been working at GZA for the past 5 years, working on projects involving dams and/or riverine flooding.

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396931 - Comparing Different Methods to Model the Rainfall to Runoff Process



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