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dc.contributor.authorFeng Shang
dc.contributor.authorJonathan B. Burkhardt
dc.contributor.authorRegan Murray
dc.date.accessioned2023-08-16T19:06:31Z
dc.date.available2023-08-16T19:06:31Z
dc.date.issued2023/07/01
dc.identifier.otherJHEND8.HYENG-13405.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292766
dc.description.abstractTo accurately model a two-dimensional solute transport in drinking water pipes and determine the effective dispersion coefficients for one-dimensional water quality models of water distribution systems, a random walk particle tracking approach was developed to analyze the advection and dispersion processes in circular pipes. The approach considers a solute particle’s two-dimensional random movement caused by molecular or turbulent diffusion and associated velocity profile, and can simulate any mixing time and accurately model the longitudinal distribution of the solute concentration. For long mixing times, the simulation results agreed with a previous analytically derived solution. For turbulent flow conditions, simulations showed that the longitudinal dispersion of the solute is very sensitive to the utilized cross-sectional velocity profiles. This approach is easy to implement programmatically and unconditionally stable. It can predict the mixing characteristics of a pipe under various initial and boundary conditions.
dc.publisherAmerican Society of Civil Engineers
dc.titleRandom Walk Particle Tracking to Model Dispersion in Steady Laminar and Turbulent Pipe Flow
dc.typeJournal Article
dc.journal.volume149
dc.journal.issue7
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/JHEND8.HYENG-13405
dc.journal.fristpage04023022-1
dc.journal.lastpage04023022-14
dc.page14
dc.treeJournal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 007
dc.contenttypeFulltext


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