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    Regional Wave Modeling and Evaluation for the North Atlantic Coast Comprehensive Study

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author:
    R. E. Jensen
    ,
    A. Cialone
    ,
    J. M. Smith
    ,
    M. A. Bryant
    ,
    T. J. Hesser
    DOI: 10.1061/(ASCE)WW.1943-5460.0000342
    Publisher: American Society of Civil Engineers
    Abstract: Accurate estimation of storm surge along the coasts subject to extreme storm conditions requires proper wind and pressure forcing and quantification of the wind waves resulting from local and far-field energy sources. This paper summarizes the steps involved in accurately representing the offshore wave climate for the North Atlantic Coast Comprehensive Study (NACCS) domain, defined from the United States–Canadian border in Maine to the Virginia–North Carolina border. The motivation of the regional wave modeling is to provide offshore boundary conditions for the simulation of extreme extratropical and synthetic tropical events to drive the nearshore wave and surge modeling efforts within the NACCS. The offshore wave conditions were estimated using the third-generation WAve Modelling (WAM) model. Value-added wind fields were defined for each of the four wave model grids (North Atlantic Ocean Basin, U.S. Coastal Regional scale, and two subregional-scale grid systems covering the NACCS coastal domain). Five tropical events (Hurricanes Sandy, Irene, Isabel, and Gloria and Tropical Storm Josephine) and 17 extratropical events were simulated to evaluate WAM’s performance. Model results were compared with 30 point-source measurements available during these storm events. Time, scatter, and quartile-quartile plots; Taylor diagrams; and a battery of statistical tests were used in the evaluation process. The WAM provided quality zero-moment wave height estimates, with biases in the range of −0.07 to −0.14 m, RMS errors (RMSEs) of about 0.40 m, scatter indexes (SIs) around 25%, and a correlation of 0.95 compared with the measurements. The wave period results contained the greatest errors with peak period biases of −0.26 to 0.06 s, RMSEs from 2.4 to 2.7 s, SIs near 25%, and a correlation between 0.47 and 0.59. The mean period biases were about −0.70s, RMSEs were about 1.5 s, and there was a correlation of 0.6–0.7. The mean wave direction biases ranged from 4.5 to −0.34° with RMSEs of 55°.
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      Regional Wave Modeling and Evaluation for the North Atlantic Coast Comprehensive Study

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4240685
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorR. E. Jensen
    contributor authorA. Cialone
    contributor authorJ. M. Smith
    contributor authorM. A. Bryant
    contributor authorT. J. Hesser
    date accessioned2017-12-16T09:15:55Z
    date available2017-12-16T09:15:55Z
    date issued2017
    identifier other%28ASCE%29WW.1943-5460.0000342.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240685
    description abstractAccurate estimation of storm surge along the coasts subject to extreme storm conditions requires proper wind and pressure forcing and quantification of the wind waves resulting from local and far-field energy sources. This paper summarizes the steps involved in accurately representing the offshore wave climate for the North Atlantic Coast Comprehensive Study (NACCS) domain, defined from the United States–Canadian border in Maine to the Virginia–North Carolina border. The motivation of the regional wave modeling is to provide offshore boundary conditions for the simulation of extreme extratropical and synthetic tropical events to drive the nearshore wave and surge modeling efforts within the NACCS. The offshore wave conditions were estimated using the third-generation WAve Modelling (WAM) model. Value-added wind fields were defined for each of the four wave model grids (North Atlantic Ocean Basin, U.S. Coastal Regional scale, and two subregional-scale grid systems covering the NACCS coastal domain). Five tropical events (Hurricanes Sandy, Irene, Isabel, and Gloria and Tropical Storm Josephine) and 17 extratropical events were simulated to evaluate WAM’s performance. Model results were compared with 30 point-source measurements available during these storm events. Time, scatter, and quartile-quartile plots; Taylor diagrams; and a battery of statistical tests were used in the evaluation process. The WAM provided quality zero-moment wave height estimates, with biases in the range of −0.07 to −0.14 m, RMS errors (RMSEs) of about 0.40 m, scatter indexes (SIs) around 25%, and a correlation of 0.95 compared with the measurements. The wave period results contained the greatest errors with peak period biases of −0.26 to 0.06 s, RMSEs from 2.4 to 2.7 s, SIs near 25%, and a correlation between 0.47 and 0.59. The mean period biases were about −0.70s, RMSEs were about 1.5 s, and there was a correlation of 0.6–0.7. The mean wave direction biases ranged from 4.5 to −0.34° with RMSEs of 55°.
    publisherAmerican Society of Civil Engineers
    titleRegional Wave Modeling and Evaluation for the North Atlantic Coast Comprehensive Study
    typeJournal Paper
    journal volume143
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000342
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2017:;Volume ( 143 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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