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contributor authorChuan-Hai Wang
contributor authorYao-Ling Bai
date accessioned2017-05-08T21:24:20Z
date available2017-05-08T21:24:20Z
date copyrightMay 2008
date issued2008
identifier other%28asce%291084-0699%282008%2913%3A5%28290%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50182
description abstractThis paper develops an algorithm for real-time correction of stream flow concentration based on a Kalman filter to improve the performance of real-time forecasting of river discharge under circumstances in which the nonlinearity of stream flow concentration is significant. The Muskingum matrix equation expresses the system of stream flow concentration as a time-varying linear system and satisfies the state-space expression of the Kalman filter. Updating of the parameter matrices of the system impair the influence of the nonlinearity of stream flow concentration on the linear filtering. The advantage of the algorithm is that predictions of every subbasin can be corrected twice by getting “remote” and “local” correction values and can achieve rational updating. Furthermore, to prevent the occurrence of filter divergence and to reach better filtering accuracy, a new real-time statistical method is proposed to estimate the process noise covariance matrix and measurement noise covariance matrix. The algorithm proves reasonable and effective by its application in the example of the Three Gorges Basin.
publisherAmerican Society of Civil Engineers
titleAlgorithm for Real Time Correction of Stream Flow Concentration Based on Kalman Filter
typeJournal Paper
journal volume13
journal issue5
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(2008)13:5(290)
treeJournal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 005
contenttypeFulltext


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