Keynote lecture. A general two phase depth integrated model considering pore water pressure and dewatering

¹ Department of Mathematics and Computers Applied to Civil and Naval Engineering, ETS Ingenieros de Caminos, Universidad Politécnica de Madrid, Calle del Profesor Aranguren, 3, 28040 Madrid Spain
² Department of Continuum Mechanics and Theory of Structures, ETSI Caminos, Canales y Puertos, Universidad Politécnica de Madrid, Calle del Profesor Aranguren, 3, 28040 Madrid Spain

^* Corresponding author: manuel.pastor@upm.es

Abstract

Debris flows can be considered a type of landslide with large velocities and long run-out distances. There are many types of debris flows, depending on the properties of the solid and fluid components of the mixture. The triggering and propagation of debris flows can be studied using a single 3D mathematical model. The computational cost can be very high because of their length, and depth-integrated models provide a good combination of accuracy and cost. Both types of models can be combined in the analysis, using 3D models for initiation and at singular points where more accuracy is wanted. As in a chain where the strength is never higher than that of the weaker link, we have to ensure that all the models are accurate enough in a joint model. This paper deals with a new depth-integrated model which can take into account the changes caused by dewatering in a debris flow.