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contributor authorRobert Banasiak
contributor authorRonny Verhoeven
date accessioned2017-05-08T20:46:00Z
date available2017-05-08T20:46:00Z
date copyrightFebruary 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A2%28216%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26444
description abstractMany sediment deposits contain not only a granular but also a mineral and/or organic cohesive fraction, which has the potential to change significantly the erosion response when compared to noncohesive sediment deposits. Sediment deposits containing a low proportion of cohesive sediment display a specific, transitional behavior between cohesive and noncohesive sediments. In the past, several studies have examined partly cohesive sediment, however, the quantification of its erosion behavior is still unsatisfactory. In an attempt to advance the understanding and qualitative description of erosion and transport of mixed sediments in pipes, a comprehensive experimental investigation on the erosion behavior was designed. Tests were conducted in a flume with semicircular cross section with a diameter of
publisherAmerican Society of Civil Engineers
titleTransport of Sand and Partly Cohesive Sediments in a Circular Pipe Run Partially Full
typeJournal Paper
journal volume134
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:2(216)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
contenttypeFulltext


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