Debris flow rheology: Experimental analysis of fine-grained slurries

Water Resources Research
By:  and 



The rheology of slurries consisting of ≤2-mm sediment from a natural debris flow deposit was measured using a wide-gap concentric-cylinder viscometer. The influence of sediment concentration and size and distribution of grains on the bulk rheological behavior of the slurries was evaluated at concentrations ranging from 0.44 to 0.66. The slurries exhibit diverse rheological behavior. At shear rates above 5 s−1 the behavior approaches that of a Bingham material; below 5 s−1, sand exerts more influence and slurry behavior deviates from the Bingham idealization. Sand grain interactions dominate the mechanical behavior when sand concentration exceeds 0.2; transient fluctuations in measured torque, time-dependent decay of torque, and hysteresis effects are observed. Grain rubbing, interlocking, and collision cause changes in packing density, particle distribution, grain orientation, and formation and destruction of grain clusters, which may explain the observed behavior. Yield strength and plastic viscosity exhibit order-of-magnitude variation when sediment concentration changes as little as 2–4%. Owing to these complexities, it is unlikely that debris flows can be characterized by a single rheological model.

Publication type Article
Publication Subtype Journal Article
Title Debris flow rheology: Experimental analysis of fine-grained slurries
Series title Water Resources Research
DOI 10.1029/91WR02834
Volume 28
Issue 3
Year Published 1992
Language English
Publisher American Geophysical Union
Description 17 p.
First page 841
Last page 857
Google Analytic Metrics Metrics page
Additional publication details