One-dimensional models.

dc.acquisition-srcReview of GBNEP-23 reference list.en_US
dc.call-noTD370.T73 1971en_US
dc.contract-noen_US
dc.contributor.authorHarleman, D.en_US
dc.contributor.editorWard, G.H., Jr. and W.H. Espey, Jr.en_US
dc.contributor.otherEstuarine modeling: An assessment - capabilities and limitations for resource management and pollution control.en_US
dc.date.accessioned2010-02-15T17:23:18Z
dc.date.available2010-02-15T17:23:18Z
dc.date.issued1971en_US
dc.degreeen_US
dc.descriptionp. 34-89.en_US
dc.description-otheren_US
dc.description.abstractAn important objective of this chapter is the presentation, comparison, and discussion of the various one-dimensional hydrodynamic and mass transfer models which have been used in estuaries. Thus it is necessary to consider the most general form of these equations in which quantities such as concentration and velocity are functions of both longitudinal position and real time. The general equations are employed as the basis for evaluation of simpler mathematical models which use non-tidal advective velocities.en_US
dc.description.urihttp://gbic.tamug.edu/request.htmen_US
dc.historyMay 1993; 29-Aug-1997; 5-Sep-1997en_US
dc.identifier.urihttp://hdl.handle.net/1969.3/24328
dc.latitudeen_US
dc.locationTAMUG circulating collectionen_US
dc.longitudeen_US
dc.notesen_US
dc.placeAustin, Texasen_US
dc.publisherTracor, Incorporateden_US
dc.relation.ispartofseries6430.00en_US
dc.relation.urien_US
dc.scaleen_US
dc.seriesen_US
dc.subjectmodelsen_US
dc.subjecthydrodynamic equationsen_US
dc.subjectmass transporten_US
dc.subjectestuariesen_US
dc.subjectequationsen_US
dc.subjecttidal equationsen_US
dc.subjectwater qualityen_US
dc.titleOne-dimensional models.en_US
dc.typeChapteren_US
dc.universityen_US
dc.vol-issueen_US

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