Development of probabilistic dam breach model using Bayesian inference

Dam breach models are commonly used to predict outflow hydrographs of potentially failing dams and are key ingredients for evaluating flood risk. In this paper a new dam breach modeling framework is introduced that shall improve the reliability of hydrograph predictions of homogeneous earthen embank...

Full description

Saved in:
Bibliographic Details
Published in:arXiv.org 2018-06
Main Authors: Peter, S J, Siviglia, A, Nagel, J, Marelli, S, Boes, R M, Vetsch, D, Sudret, B
Format: Article
Language:English
Subjects:
Bayesian analysis
Computer simulation
Dam failure
Dams
Discharge
Distribution functions
Earth dams
Embankment dams
Empirical analysis
Enlargement
Erosion rates
Flooding
Formulations
Markov chains
Monte Carlo simulation
Outflow
Parameter uncertainty
Probabilistic inference
Quantitative analysis
Risk management
Sediment transport
Statistical inference
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:Dam breach models are commonly used to predict outflow hydrographs of potentially failing dams and are key ingredients for evaluating flood risk. In this paper a new dam breach modeling framework is introduced that shall improve the reliability of hydrograph predictions of homogeneous earthen embankment dams. Striving for a small number of parameters, the simplified physics-based model describes the processes of failing embankment dams by breach enlargement, driven by progressive surface erosion. Therein the erosion rate of dam material is modeled by empirical sediment transport formulations. Embedding the model into a Bayesian multilevel framework allows for quantitative analysis of different categories of uncertainties. To this end, data available in literature of observed peak discharge and final breach width of historical dam failures was used to perform model inversion by applying Markov Chain Monte Carlo simulation. Prior knowledge is mainly based on non-informative distribution functions. The resulting posterior distribution shows that the main source of uncertainty is a correlated subset of parameters, consisting of the residual error term and the epistemic term quantifying the breach erosion rate. The prediction intervals of peak discharge and final breach width are congruent with values known from literature. To finally predict the outflow hydrograph for real case applications, an alternative residual model was formulated that assumes perfect data and a perfect model. The fully probabilistic fashion of hydrograph prediction has the potential to improve the adequate risk management of downstream flooding.
ISSN:2331-8422