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    Uncertainty Analysis of Reservoir Sedimentation

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author:
    Jose D. Salas
    ,
    Hyun-Suk Shin
    DOI: 10.1061/(ASCE)0733-9429(1999)125:4(339)
    Publisher: American Society of Civil Engineers
    Abstract: Significant advances have been made in understanding the importance of the factors involved in reservoir sedimentation. However, predicting the accumulation of sediment in a reservoir is still a complex problem. In estimating reservoir sedimentation and accumulation, a number of uncertainties arise. These are related to quantity of streamflow, sediment load, sediment particle size, and specific weight, trap efficiency, and reservoir operation. In this study, Monte Carlo simulation and Latin hypercube sampling are used to quantify the uncertainty of annual reservoir sedimentation and accumulated reservoir sedimentation through time. In addition, sensitivity analysis was performed to examine the importance of various factors on the uncertainty of annual reservoir sedimentation. The proposed procedures have been applied to the Kenny Reservoir at the White River Basin in Colorado. The uncertainty of annual reservoir sedimentation and the effect of each uncertain factor, taken individually and in combinations, on the uncertainty of accumulated reservoir sedimentation through time have been examined. The results show that annual streamflow and sediment load are the most important factors determining the variability of annual reservoir sedimentation and accumulated reservoir sedimentation. In the case of Kenny Reservoir, the uncertainty expressed by the coefficient of variation can be on the order of 65% for annual reservoir sedimentation and 39% for accumulated reservoir sedimentation volume.
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      Uncertainty Analysis of Reservoir Sedimentation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24811
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    contributor authorJose D. Salas
    contributor authorHyun-Suk Shin
    date accessioned2017-05-08T20:43:27Z
    date available2017-05-08T20:43:27Z
    date copyrightApril 1999
    date issued1999
    identifier other%28asce%290733-9429%281999%29125%3A4%28339%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24811
    description abstractSignificant advances have been made in understanding the importance of the factors involved in reservoir sedimentation. However, predicting the accumulation of sediment in a reservoir is still a complex problem. In estimating reservoir sedimentation and accumulation, a number of uncertainties arise. These are related to quantity of streamflow, sediment load, sediment particle size, and specific weight, trap efficiency, and reservoir operation. In this study, Monte Carlo simulation and Latin hypercube sampling are used to quantify the uncertainty of annual reservoir sedimentation and accumulated reservoir sedimentation through time. In addition, sensitivity analysis was performed to examine the importance of various factors on the uncertainty of annual reservoir sedimentation. The proposed procedures have been applied to the Kenny Reservoir at the White River Basin in Colorado. The uncertainty of annual reservoir sedimentation and the effect of each uncertain factor, taken individually and in combinations, on the uncertainty of accumulated reservoir sedimentation through time have been examined. The results show that annual streamflow and sediment load are the most important factors determining the variability of annual reservoir sedimentation and accumulated reservoir sedimentation. In the case of Kenny Reservoir, the uncertainty expressed by the coefficient of variation can be on the order of 65% for annual reservoir sedimentation and 39% for accumulated reservoir sedimentation volume.
    publisherAmerican Society of Civil Engineers
    titleUncertainty Analysis of Reservoir Sedimentation
    typeJournal Paper
    journal volume125
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1999)125:4(339)
    treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 004
    contenttypeFulltext
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