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contributor authorWilliam H. McAnally, Jr.
contributor authorJoseph V. Letter, Jr.
contributor authorJ. Phillip Stewart
contributor authorW. Anthony Thomas
contributor authorN. James Brogdon, Jr.
date accessioned2017-05-08T20:38:52Z
date available2017-05-08T20:38:52Z
date copyrightMarch 1984
date issued1984
identifier other%28asce%290733-9429%281984%29110%3A3%28300%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22284
description abstractA hybrid modeling method for predicting waterway sedimentation was developed and applied to the Columbia River estuary. The method uses physical hydraulic models, two dimensional (2‐D) numerical models, and analytical techniques in an integrated solution scheme. The hybrid modeling system used to study the Columbia consisted of a large physical model of the estuary, RMA‐2V, a depth‐integrated numerical model for sediment transport, and a collection of analytical methods. By using each method to address those phenomena that it is best able to describe, an improved modeling technique is created.
publisherAmerican Society of Civil Engineers
titleColumbia River Hybrid Modeling System
typeJournal Paper
journal volume110
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1984)110:3(300)
treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 003
contenttypeFulltext


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