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contributor authorFidelia N. Nnadi
contributor authorKenneth C. Wilson
date accessioned2017-05-08T20:41:22Z
date available2017-05-08T20:41:22Z
date copyrightDecember 1992
date issued1992
identifier other%28asce%290733-9429%281992%29118%3A12%281670%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23594
description abstractFor rivers in flood and beaches under wave attack, the shear stress at the top of the stationary granular bed can set up a sheared layer of contact‐load (bed‐load) particles. This type of motion also occurs in pressurized ponduits, where more accurate observations can be obtained. For high shear stress
publisherAmerican Society of Civil Engineers
titleMotion of Contact‐Load Particles at High Shear Stress
typeJournal Paper
journal volume118
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1992)118:12(1670)
treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 012
contenttypeFulltext


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