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    Improved First‐Order Uncertainty Method for Water‐Quality Modeling

    Source: Journal of Environmental Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author:
    Charles S. Melching
    ,
    Sharath Anmangandla
    DOI: 10.1061/(ASCE)0733-9372(1992)118:5(791)
    Publisher: American Society of Civil Engineers
    Abstract: Uncertainties are unavoidable in water‐quality modeling and subsequent management decisions. Monte Carlo simulation and first‐order uncertainty analysis (involving linearization at central values of the uncertain variables) have been frequently used to estimate probability distributions for water‐quality model output due to their simplicity. Each method has its drawbacks: Monte Carlo simulation's is mainly computational time; and first‐order analysis' are mainly questions of accuracy and representativeness, especially for nonlinear systems and extreme conditions. An improved (advanced) first‐order method is presented, where the linearization point varies to match the output level whose exceedance probability is sought. The advanced first‐order method is tested on the Streeter‐Phelps equation to estimate the probability distribution of critical dissolved‐oxygen deficit and critical dissolved oxygen using two hypothetical examples from the literature. The advanced first‐order method provides a close approximation of the exceedance probability for the Streeter‐Phelps model output estimated by Monte Carlo simulation using less computer time—by two orders of magnitude—regardless of the probability distributions assumed for the uncertain model parameters.
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      Improved First‐Order Uncertainty Method for Water‐Quality Modeling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40486
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    • Journal of Environmental Engineering

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    contributor authorCharles S. Melching
    contributor authorSharath Anmangandla
    date accessioned2017-05-08T21:08:56Z
    date available2017-05-08T21:08:56Z
    date copyrightSeptember 1992
    date issued1992
    identifier other%28asce%290733-9372%281992%29118%3A5%28791%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40486
    description abstractUncertainties are unavoidable in water‐quality modeling and subsequent management decisions. Monte Carlo simulation and first‐order uncertainty analysis (involving linearization at central values of the uncertain variables) have been frequently used to estimate probability distributions for water‐quality model output due to their simplicity. Each method has its drawbacks: Monte Carlo simulation's is mainly computational time; and first‐order analysis' are mainly questions of accuracy and representativeness, especially for nonlinear systems and extreme conditions. An improved (advanced) first‐order method is presented, where the linearization point varies to match the output level whose exceedance probability is sought. The advanced first‐order method is tested on the Streeter‐Phelps equation to estimate the probability distribution of critical dissolved‐oxygen deficit and critical dissolved oxygen using two hypothetical examples from the literature. The advanced first‐order method provides a close approximation of the exceedance probability for the Streeter‐Phelps model output estimated by Monte Carlo simulation using less computer time—by two orders of magnitude—regardless of the probability distributions assumed for the uncertain model parameters.
    publisherAmerican Society of Civil Engineers
    titleImproved First‐Order Uncertainty Method for Water‐Quality Modeling
    typeJournal Paper
    journal volume118
    journal issue5
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1992)118:5(791)
    treeJournal of Environmental Engineering:;1992:;Volume ( 118 ):;issue: 005
    contenttypeFulltext
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