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contributor authorXiao Ming;Gholizadeh-Vayghan Asghar;Adams Benjamin T.;Rajabipour Farshad
date accessioned2019-02-26T08:00:14Z
date available2019-02-26T08:00:14Z
date issued2018
identifier other%28ASCE%29HY.1943-7900.0001451.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250805
description abstractThis paper presents an experimental research for studying the relative and interactive effects of three physicochemical fluid characteristics (viscosity, pH, and ionic strength) on the incipient motion of a granular particle under laminar flow condition. Critical flow velocity for particle’s incipient motion, an important factor for evaluating flow-induced soil erosion, was used to quantify the relative erosive capacity of the test fluids. Response surface methodology (RSM), a statistical design of experiments, was used to design and implement 2 test fluids with various levels of the three fluid characteristics. Incipient motion of a highly spherical glass bead positioned atop a specially designed and manufactured support pocket within an enclosed flow cell was observed using a microscope video camera. The critical flow velocity was quantified for seven repeat trials for each of the 2 test fluids. Regression analyses were conducted on the results to generate a statistical model to describe the relative effects of the three factors and their interactions. The main findings include: (1) viscosity, pH, and their two-way interaction were determined to be the most influencing factors on critical velocity; (2) the effects of the three fluid characteristics on critical velocity follow the following decreasing order: viscosity, pH, and ionic strength; (3) viscosity and pH were both shown to have an inverse relationship with critical velocity; and (4) at higher pH (such as 1.5), the viscosity has greater influence on critical velocity than at a lower pH (such as 3.5).
publisherAmerican Society of Civil Engineers
titleRelative and Interactive Effects of Fluid’s Physicochemical Characteristics on the Incipient Motion of a Granular Particle under Laminar Flow Condition
typeJournal Paper
journal volume144
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001451
page4018013
treeJournal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 005
contenttypeFulltext


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