Uncertainties in Flow Modeling and Forecasting for Niagara River
Publication: Journal of Hydraulic Engineering
Volume 119, Issue 11
Abstract
The flow in the upper Niagara River is affected by weed growth in the summer and by ice formation and accumulation in the winter. Changes in flow resistance tend to occur abruptly with time and space during ice‐affected flows and make it difficult to forecast flows for power generation. Since 1988, the New York Power Authority and Ontario Hydro have collaborated on the development of a computer‐based system for forecasting flows and optimizing power generation from the Niagara River. A hydraulic routing model has been developed for forecasting the flow in the upper Niagara River under uncertainties due to ice consisting of: (1) A steady‐flow model; (2) an unsteady‐flow routing model; (3) a linear, time‐varying reservoir model for forecasting the flow into the Grass Island Pool; (4) a time‐varying, stochastic model for the stage‐discharge relation at Fort Erie, the upstream boundary of the reach; and (5) Kalman filtering schemes to be coupled with these components models, to reduce uncertainties in parameters and variables to be estimated. This paper presents components (2)–(5) and related concepts and modeling techniques.
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Published In
Journal of Hydraulic Engineering
Volume 119 • Issue 11 • November 1993
Pages: 1231 - 1250
Copyright
Copyright © 1993 American Society of Civil Engineers.
History
Received: Dec 1, 1992
Published online: Nov 1, 1993
Published in print: Nov 1993
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