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River bed profile evolution subject to stochastic forcing by migrating tributaries
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Chevillard_00971601_2024.pdf
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- In steep valleys of mountainous regions, civil infrastructures are threatened by changes in the river bed elevation due to rainfall and landslides. The objective of this thesis is to propose a new model of the evolution of the river bed elevation. The elevation changes are modeled with a diffusion equation having a stochastic source term representing the sediment load from tributaries. The migration of the tributaries is represented as a random walk and its properties are derived. To account for rainfall variability, the model is modulated by a hydrologic time. An analytical and a numerical solution are derived for this model. Model calibration is performed using rainfall data and aerial images for the hydrologic time and the parameters of the migrating source.