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contributor authorMilad Khastar-Boroujeni
contributor authorKazem Esmaili
contributor authorHossein Samadi-Boroujeni
contributor authorAlinaghi Ziaei
date accessioned2017-12-30T12:54:37Z
date available2017-12-30T12:54:37Z
date issued2018
identifier other%28ASCE%29EE.1943-7870.0001270.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243270
description abstractIn this study, the characteristics of sediment deposition with three levels of wastewater, different shear stress, and initial sediment concentration were investigated in an annular flume. Sediment used for experiments was taken from the Pirbalut small dam reservoir, located in southwest Iran. The velocity and the shear stress profiles were measured, using an acoustic Doppler velocimeter (ADV). The results showed that the concentration of cohesive sediment decreased with time, and finally it reached an equilibrium concentration of sediment. The ratio of equilibrium concentration to initial concentration (Ceq∶C) with a constant shear stress, for different initial sediment concentrations and different levels of wastewater were almost the same. The equilibrium concentration depends on the initial concentration sediment. Adding wastewater to the mixture caused the increasing of threshold and full deposition shear stress. The critical shear stresses for full deposition for three wastewater levels of 0, 30, and 60% are obtained as 0.050, 0.081, and 0.084  N/m2, respectively.
publisherAmerican Society of Civil Engineers
titleWastewater Effect on the Deposition of Cohesive Sediment
typeJournal Paper
journal volume144
journal issue1
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0001270
page04017083
treeJournal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 001
contenttypeFulltext


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