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contributor authorBingjun Li
contributor authorVinod K. Garga
contributor authorMichael H. Davies
date accessioned2017-05-08T20:43:05Z
date available2017-05-08T20:43:05Z
date copyrightFebruary 1998
date issued1998
identifier other%28asce%290733-9429%281998%29124%3A2%28206%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24588
description abstractThis paper describes a synthesis of various studies on non-Darcy flow in rockfill material. Based on pipe theory and Taylor's (1948) definition for mean hydraulics radius in rockfill material, theoretical relationships between friction coefficient and Reynolds number and relationships between hydraulic gradient and bulk seepage velocity have been obtained. The new relationships between hydraulic gradient and bulk velocity are then compared to the various formulas for rockfill available in the literature by computer simulation.
publisherAmerican Society of Civil Engineers
titleRelationships for Non-Darcy Flow in Rockfill
typeJournal Paper
journal volume124
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1998)124:2(206)
treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 002
contenttypeFulltext


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