Document Type
Dissertation
Major/Program
Civil Engineering
First Advisor's Name
Fernando Miralles-Wilhelm
First Advisor's Committee Title
Committee Chair
Second Advisor's Name
Hector R. Fuentes
Second Advisor's Committee Title
Committee Member
Third Advisor's Name
Luis Prieto-Portar
Third Advisor's Committee Title
Committee Member
Fourth Advisor's Name
Francisco R. García-Martínez
Fourth Advisor's Committee Title
Committee Member
Fifth Advisor's Name
George Dulikravich
Fifth Advisor's Committee Title
Committee Member
Keywords
debris, flow, two-phase, FEM, DEM, Cross, Bingham, boulders
Date of Defense
11-13-2009
Abstract
The main objective of this work is to develop a quasi three-dimensional numerical model to simulate stony debris flows, considering a continuum fluid phase, composed by water and fine sediments, and a non-continuum phase including large particles, such as pebbles and boulders. Large particles are treated in a Lagrangian frame of reference using the Discrete Element Method, the fluid phase is based on the Eulerian approach, using the Finite Element Method to solve the depth-averaged Navier–Stokes equations in two horizontal dimensions. The particle’s equations of motion are in three dimensions. The model simulates particle-particle collisions and wall-particle collisions, taking into account that particles are immersed in a fluid. Bingham and Cross rheological models are used for the continuum phase. Both formulations provide very stable results, even in the range of very low shear rates. Bingham formulation is better able to simulate the stopping stage of the fluid when applied shear stresses are low. Results of numerical simulations have been compared with data from laboratory experiments on a flume-fan prototype. Results show that the model is capable of simulating the motion of big particles moving in the fluid flow, handling dense particulate flows and avoiding overlap among particles. An application to simulate debris flow events that occurred in Northern Venezuela in 1999 shows that the model could replicate the main boulder accumulation areas that were surveyed by the USGS. Uniqueness of this research is the integration of mud flow and stony debris movement in a single modeling tool that can be used for planning and management of debris flow prone areas.
Identifier
FI09121601
Recommended Citation
Martinez, Cora E., "Eulerian-Lagrangian Two Phase Debris Flow Model" (2009). FIU Electronic Theses and Dissertations. 138.
https://digitalcommons.fiu.edu/etd/138
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