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contributor authorGuangqian Wang
contributor authorDaoyi Chen
contributor authorXingkui Wang
contributor authorM. Asim
contributor authorJunqiang Xia
date accessioned2017-05-08T21:51:04Z
date available2017-05-08T21:51:04Z
date copyrightSeptember 2011
date issued2011
identifier other%28asce%29hy%2E1943-7900%2E0000401.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64221
description abstractVarious hydrodynamic and sediment deposition experiments were conducted on a purpose-built, wide, shallow water table using a range of incoming flow and bed roughness conditions, including five flow rates, different inflow sediment concentrations, and different artificial roughness coefficients generated by four transverse string intervals. A recirculation zone was created behind a 0.5-m-wide backward-facing step on the left side of the table. Surface velocities, sediment concentrations, and processes and features of sediment deposition in recirculation zones were measured. Experimental results indicate that (1) as the value of the shallow stability parameter increased from 0.033 to 0.47, the length of the recirculation zone decreased to less than half, but the corresponding area and volume of sediment deposition increased about four times, and (2) it is the strength of the mixing layer rather than the size of the recirculation zone that dominates the process of sediment deposition as well as the final deposition feature.
publisherAmerican Society of Civil Engineers
titleEffect of Shallowness on Sediment Deposition in Recirculation Zones
typeJournal Paper
journal volume137
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000376
treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
contenttypeFulltext


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