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    Simulation of Nonstationary, Non‐Gaussian Water Levels on Great Lakes

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author:
    Todd L. Walton, Jr.
    ,
    Leon E. Borgman
    DOI: 10.1061/(ASCE)0733-950X(1990)116:6(664)
    Publisher: American Society of Civil Engineers
    Abstract: A methodology for simulating nonstationary non‐Gaussian water levels on the Great Lakes is presented for use in providing input scenarios for erosion modeling on the Great Lakes. The methodology utilizes a low‐pass filtering technique to reduce the data to a stationary time series after which the data is transformed to a Gaussian series via use of the empirical distribution function coupled with a specialized tail‐fitting procedure for the extreme values in the data. The reduced series can then be resimulated in the frequency or time domain. The present series is resimulated in the frequency domain via a target spectrum, the spectrum of the reduced series. Inverse procedures are then utilized to simulate the original series. Comparisons of statistical and time series properties of the original and simulated series are made for a number of sites on the Great Lakes and it is found that the methodology provides a reasonable simulation for the original data.
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      Simulation of Nonstationary, Non‐Gaussian Water Levels on Great Lakes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40838
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorTodd L. Walton, Jr.
    contributor authorLeon E. Borgman
    date accessioned2017-05-08T21:09:28Z
    date available2017-05-08T21:09:28Z
    date copyrightNovember 1990
    date issued1990
    identifier other%28asce%290733-950x%281990%29116%3A6%28664%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40838
    description abstractA methodology for simulating nonstationary non‐Gaussian water levels on the Great Lakes is presented for use in providing input scenarios for erosion modeling on the Great Lakes. The methodology utilizes a low‐pass filtering technique to reduce the data to a stationary time series after which the data is transformed to a Gaussian series via use of the empirical distribution function coupled with a specialized tail‐fitting procedure for the extreme values in the data. The reduced series can then be resimulated in the frequency or time domain. The present series is resimulated in the frequency domain via a target spectrum, the spectrum of the reduced series. Inverse procedures are then utilized to simulate the original series. Comparisons of statistical and time series properties of the original and simulated series are made for a number of sites on the Great Lakes and it is found that the methodology provides a reasonable simulation for the original data.
    publisherAmerican Society of Civil Engineers
    titleSimulation of Nonstationary, Non‐Gaussian Water Levels on Great Lakes
    typeJournal Paper
    journal volume116
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1990)116:6(664)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 006
    contenttypeFulltext
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