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contributor authorHang Zhou
contributor authorHanlong Liu
contributor authorZengliang Wang
contributor authorZongliang Zou
contributor authorYang Xiao
date accessioned2022-01-30T19:31:49Z
date available2022-01-30T19:31:49Z
date issued2020
identifier other%28ASCE%29EM.1943-7889.0001754.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265481
description abstractExact solutions for steady fully developed dry granular and saturated granular–liquid mixture flows down rough inclined planes are presented with an emphasis on nonlocal effects. The particle rheology of both dry granular and saturated granular–liquid mixtures is described by a recently developed nonlocal granular fluidity (NGF) model. The fluid rheology of a saturated granular–liquid mixture is represented by the eddy viscosity, and the contacting forces between the fluid and grains are drag and buoyancy forces. The problems are then reduced to solving the resulting partial differential equations (PDEs). Closed-form solutions for the critical stopping layer height of dry granular and saturated granular–liquid mixtures are derived by analytically solving the linearized equations of the NGF model. Moreover, exact solutions for velocity profiles are acquired by solving the coupled equations with a PDE solver.
publisherASCE
titleExact Solutions for Nonlocal Steady Fully Developed Debris Flows Down Inclines
typeJournal Paper
journal volume146
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001754
page04020021
treeJournal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 004
contenttypeFulltext


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