Show simple item record

contributor authorJohn D. Wang
contributor authorStephen V. Cofer‐Shabica
contributor authorJoycelyn Chin Fatt
date accessioned2017-05-08T20:40:19Z
date available2017-05-08T20:40:19Z
date copyrightSeptember 1988
date issued1988
identifier other%28asce%290733-9429%281988%29114%3A9%281098%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23046
description abstractFor advection‐dominated transport processes, the traditional numerical techniques for solving the advection‐diffusion equation fail because of numerical oscillations. Fractional step solutions, in which the advection and diffusion processes are treated in separate steps, have been proposed as one way of overcoming this problem. Here a solution to the advection step based on the method of characteristics on a fixed grid is used. Interpolation is achieved with the finite element technique. Linear and quadratic elements are evaluated in terms of artificial diffusion, phase, and other errors. It was found that linear interpolation creates too much numerical diffusion, while the quadratic scheme is reasonably accurate, but under certain conditions generates spurious extrema. A method retaining the accuracy of the quadratic interpolation and eliminating its shortcoming is suggested. Boundary conditions and source loadings are considered in detail. An application of the model to salinity distribution resulting from canal discharges in Biscayne Bay is described.
publisherAmerican Society of Civil Engineers
titleFinite Element Characteristic Advection Model
typeJournal Paper
journal volume114
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1988)114:9(1098)
treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 009
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record