Analysis of Uncertainty in Internal Erosion Simulations for DLBreach and WinDAM C

Author:

Atkinson Anthony1,Neilsen Mitchell1ORCID

Affiliation:

1. Department of Computer Science, Kansas State University, Manhattan, KS 66506, USA

Abstract

The work detailed here is part of an international initiative on the evaluation of dam safety simulation software for internal erosion performance and best practices. The primary experiments involve simulating uncertainty in the failure events of two dams with two different models: DLBreach and WinDAM C. DLBreach is a physically-based dam/levee breach model developed by Wu. WinDAM C is also a physically based dam breach model capable of analyzing both dam overtopping and internal erosion. The dams selected for the analysis include a 1.3 m high dam tested in the lab and a larger 15.56 m high dam, which suffered a failure in the field. The findings from these experiments are extended with a further analysis on variance, sensitivity, and optimization. Finally, a regression model is trained using the results of these simulators as an inquiry into how well such a system can be captured using machine learning techniques. The results of these experiments, together with the results of the other members of the initiative, improve our understanding of the influences that users bring to using these tools.

Publisher

MDPI AG

Reference29 articles.

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2. (2024, February 08). USACE National Inventory of Dams. Available online: https://nid.sec.usace.army.mil/#/.

3. Wahl, T.L. (1998). Prediction of Embankment Dam Breach Parameters: A Literature Review and Needs Assessment, U.S. Dept. of Interior, USBR, Dam Safety Office, Water Resources Research Lab. DSO-98-004.

4. Enhanced predictions for peak outflow from breached embankment dams;Thornton;J. Hydraul. Eng.,2010

5. Fread, D.L. (1984). DAMBRK: The NWS Dam Break Flood Forecasting Model, NOAA. National Weather Service Report.

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