Evaluation of Numerical Models of Flood and Tide Propagation in ChannelsSource: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 010Author:Rodney J. Sobey
DOI: 10.1061/(ASCE)0733-9429(2001)127:10(805)Publisher: American Society of Civil Engineers
Abstract: An analysis of the predictive capabilities of cross-section–integrated models of gradually varied, unsteady flow in channels initially highlights the physical characteristics of the conservation equations, with particular emphasis on those aspects that are operationally crucial or potentially challenged in numerical implementation. A sequence of benchmark test problems are introduced with the express purpose of evaluating all potentially important features of expected response patterns. This sequence of problems is designed to exercise the physically and numerically significant response patterns that are expected to be within the predictive capability of numerical models of flood and tide propagation in channels. An extensive and independent review of this nature should be a routine and automatic part of any numerical model study.
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contributor author | Rodney J. Sobey | |
date accessioned | 2017-05-08T20:43:56Z | |
date available | 2017-05-08T20:43:56Z | |
date copyright | October 2001 | |
date issued | 2001 | |
identifier other | %28asce%290733-9429%282001%29127%3A10%28805%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25108 | |
description abstract | An analysis of the predictive capabilities of cross-section–integrated models of gradually varied, unsteady flow in channels initially highlights the physical characteristics of the conservation equations, with particular emphasis on those aspects that are operationally crucial or potentially challenged in numerical implementation. A sequence of benchmark test problems are introduced with the express purpose of evaluating all potentially important features of expected response patterns. This sequence of problems is designed to exercise the physically and numerically significant response patterns that are expected to be within the predictive capability of numerical models of flood and tide propagation in channels. An extensive and independent review of this nature should be a routine and automatic part of any numerical model study. | |
publisher | American Society of Civil Engineers | |
title | Evaluation of Numerical Models of Flood and Tide Propagation in Channels | |
type | Journal Paper | |
journal volume | 127 | |
journal issue | 10 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(2001)127:10(805) | |
tree | Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 010 | |
contenttype | Fulltext |