Publication Date:
1992
abstract:
In this paper we will show that, regardless of the cause of initiation, the subsequent behavior of debris flows can be described by a model similar to a model developed for the movement of floodwaves resulting from a dam-break. Thedam-break model by Hunt (1982), based on kinematic wave theory, applies at large distances downstream from a failed dam. We modify this model, originally developed for flow in wide rectangular channels, to account for flow in the narrow channels in which debris flows generally occur.
Iris type:
01.01 Articolo in rivista
Keywords:
debris flow; mathematical modeling
List of contributors: