Show simple item record

contributor authorJames Hart
contributor authorFred Sonnenwald
contributor authorVirginia Stovin
contributor authorIan Guymer
date accessioned2022-02-01T21:57:36Z
date available2022-02-01T21:57:36Z
date issued9/1/2021
identifier other%28ASCE%29HY.1943-7900.0001918.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272366
description abstractTemporal concentration profiles resulting from an injected pulse of fluorescent tracer were recorded at multiple locations along a pipe during controlled unsteady flow conditions. A linear temporal change in discharge over durations of 5, 10, or 60 s for both accelerating and decelerating flow conditions was studied. Tests were performed for flows that changed within the turbulent range, between Reynolds numbers of 6,500 and 47,000, and for laminar to turbulent flows, between Reynolds numbers of 2,700 and 47,000. Analysis of the data shows the limitations of employing steady-state routing of temporal concentration profiles in unsteady flow. Employing a flow weighted time routing approach, using tracer mean velocity and dispersion coefficients, provides accurate predictions of mixing in unsteady flow. For decelerating flows, longitudinal dispersion coefficients were lower than for the equivalent mean steady discharge. Previously unreported disaggregation of the tracer cloud was observed during all experiments accelerating from laminar to turbulent conditions.
publisherASCE
titleLongitudinal Dispersion in Unsteady Pipe Flows
typeJournal Paper
journal volume147
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001918
journal fristpage04021033-1
journal lastpage04021033-12
page12
treeJournal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 009
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record