Show simple item record

contributor authorCheng‐lung Chen
date accessioned2017-05-08T20:40:10Z
date available2017-05-08T20:40:10Z
date copyrightMarch 1988
date issued1988
identifier other%28asce%290733-9429%281988%29114%3A3%28259%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22959
description abstractTheoretical velocity profile and theoretical pressure and concentration distributions for (steady) uniform debris flow in wide channels are derived from a generalized viscoplastic fluid (GVF) model without imposing Bagnold's assumption of constant grain concentration. Good agreement between the theoretical velocity profile and the experimental data of Japanese scientists strongly supports the validity of both the GVF model and the proposed method of solution from the model. It is shown that both Bingham and Bagnold versions (or submodels) of the GVF model can be used to simulate debris flow at the dynamic state. Although Bagnold's dilatant submodel appears to fit the Japanese data better than the Bingham submodel for flow of noncohesive grains, the choice between them is by no means clear‐cut. No matter which submodel is used, a full understanding of the major factors that affect the behavior of debris flows is essential prior to its application. This paper thus lays theoretical ground for extensive further studies of such factors.
publisherAmerican Society of Civil Engineers
titleGeneral Solutions For Viscoplastic Debris Flow
typeJournal Paper
journal volume114
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1988)114:3(259)
treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record