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contributor authorArmando Balloffet
contributor authorDeva K. Borah
date accessioned2017-05-08T20:39:12Z
date available2017-05-08T20:39:12Z
date copyrightFebruary 1985
date issued1985
identifier other%28asce%290733-9429%281985%29111%3A2%28300%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22451
description abstractTWO procedures were developed to simulate salinity intrusion in the Mississippi River. The first one is based on the arrested salinity wedge theory and is applicable to quasi‐steady‐state flow conditions. It simulated very well the experimental results of Keulegan. It also simulated the positions of salt wedge tips and their interfaces in the Mississippi River with proper adjustment of the interfacial friction factor. The second one is a steady‐dynamic routing model, which routes salt water in a cascade of reservoirs in the river bottom. Densimetric critical flow is assumed over a reservoir ridge. Error in storage definition is included in a calibration coefficient for the saltwater flow computations over the reservoir ridges. The model satisfactorily simulated durations of salt wedge presence along the lower Mississippi for the existing conditions and after deepening the channel to 55 ft.
publisherAmerican Society of Civil Engineers
titleLower Mississippi Salinity Analysis
typeJournal Paper
journal volume111
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1985)111:2(300)
treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 002
contenttypeFulltext


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