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contributor authorMuslim Muin
contributor authorMalcolm Spaulding
date accessioned2017-05-08T20:42:39Z
date available2017-05-08T20:42:39Z
date copyrightSeptember 1996
date issued1996
identifier other%28asce%290733-9429%281996%29122%3A9%28512%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24324
description abstractA two-dimensional, vertically averaged, unsteady circulation model, using a nonorthogonal boundary-fitted technique, was developed in spherical coordinates for predicting sea level and currents in estuarine and shelf waters. Both the dependent and independent variables are transformed into a curvilinear coordinate system. The governing equations are solved by a semiimplicit method in which the elevations are solved implicitly and the vertically averaged velocities are solved explicitly. The model employs a space-staggered grid system and a three-level time discretization. Truncation errors are second order both in space and time. The model was tested against analytic solutions for a standing wave in a closed basin, tidal circulation in a simple rectangular channel with an irregular grid system and various degrees of rotation, and tidal flow in an annular section channel with quadratic bottom topography. The model was also tested against steady-state wind-induced setup in a closed irregular basin with constant depth represented by an irregular grid system. Comparison of the model predictions with the corresponding analytical solutions were very good. The model was applied to simulate tidal circulation in the Providence River. The agreement with available observations is very good. The model predicts that the tide exhibits a cooscillating wave pattern with tidal currents leading tidal elevation by 2.8 to 3.8 h depending on location for the
publisherAmerican Society of Civil Engineers
titleTwo-Dimensional Boundary-Fitted Circulation Model in Spherical Coordinates
typeJournal Paper
journal volume122
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1996)122:9(512)
treeJournal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 009
contenttypeFulltext


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