Analysis of Debris Wave Development with One-Dimensional Shallow-Water Equations
Publication: Journal of Hydraulic Engineering
Volume 130, Issue 4
Abstract
The objective of this contribution is to analyze the formation of debris waves in natural channels. Numerical simulations are carried out with a 1D code, based on shallow-water equations and on the weighted averaged flux method. The numerical code represents the incised channel geometry with a power-law relation between local width and flow depth and accounts for all source terms in the momentum equation. The debris mixture is treated as a homogeneous fluid over a fixed bottom, whose rheological behavior alternatively follows Herschel-Bulkley, Bingham, or generalized viscoplastic models. The code is first validated by applying it to dam-break tests on mudflows down a laboratory chute and verifying its efficiency in the simulation of rapid transients. Then, following the analytical method developed by Trowbridge, the stability of a uniform flow for a generalized viscoplastic fluid is examined, showing that debris flows become unstable for Froude numbers well below 1. Applications of the code to real debris flow events in the Cortina d’Ampezzo area (Dolomites) are presented and compared with available measured hydrographs. A statistical analysis of debris waves shows that a good representation of wave statistics can be obtained with a proper calibration of rheological parameters. Finally, it is shown that a minimum duration of debris event and channel length are required for waves showing up, and an explanation, confirmed both by field data and numerical simulations, is provided.
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Information
Published In
Journal of Hydraulic Engineering
Volume 130 • Issue 4 • April 2004
Pages: 293 - 304
Copyright
Copyright © 2004 American Society of Civil Engineers.
History
Received: Jul 29, 2002
Accepted: Aug 24, 2003
Published online: Mar 15, 2004
Published in print: Apr 2004
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