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    Algorithm for Real Time Correction of Stream Flow Concentration Based on Kalman Filter

    Source: Journal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 005
    Author:
    Chuan-Hai Wang
    ,
    Yao-Ling Bai
    DOI: 10.1061/(ASCE)1084-0699(2008)13:5(290)
    Publisher: American Society of Civil Engineers
    Abstract: This 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.
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      Algorithm for Real Time Correction of Stream Flow Concentration Based on Kalman Filter

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50182
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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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