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    Wastewater Effect on the Deposition of Cohesive Sediment

    Source: Journal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 001
    Author:
    Milad Khastar-Boroujeni
    ,
    Kazem Esmaili
    ,
    Hossein Samadi-Boroujeni
    ,
    Alinaghi Ziaei
    DOI: 10.1061/(ASCE)EE.1943-7870.0001270
    Publisher: American Society of Civil Engineers
    Abstract: In 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.
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      Wastewater Effect on the Deposition of Cohesive Sediment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4243270
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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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