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contributor authorDavid H. Schoellhamer
date accessioned2017-05-08T22:13:57Z
date available2017-05-08T22:13:57Z
date copyrightApril 1988
date issued1988
identifier other39922202.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74522
description abstractA one‐dimensional Lagrangian transport model that alleviates the numerical difficulties associated with the use of an Eulerian reference frame by simulating convection with a parcel‐tracking algorithm is presented. The Lagrangian transport model (LTM) also simulates dispersion and tributary (or point) and nonpoint inflows and withdrawals. Convection and dispersion of dye in a laboratory flume with unsteady flow is accurately simulated by the LTM. Up to 10 water quality constituents can be simulated with reaction kinetics defined by the user in a decay‐coefficient subroutine. The reaction kinetics of QUAL II, a popular, steady‐state, Eulerian, water quality model, are inserted into this subroutine. The LTM reproduces QUAL II results and shows diurnal and unsteady loading effects in the Chattahoochee River.
publisherAmerican Society of Civil Engineers
titleLagrangian Transport Modeling with Qual II Kinetics
typeJournal Paper
journal volume114
journal issue2
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1988)114:2(368)
treeJournal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 002
contenttypeFulltext


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