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    Clogging Prediction of Permeable Pavement

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author:
    Ata Radfar
    ,
    Thomas Doan Rockaway
    DOI: 10.1061/(ASCE)IR.1943-4774.0000975
    Publisher: American Society of Civil Engineers
    Abstract: This study considers the clogging progression prediction on the permeable pavement by using artificial neural networks (ANNs). Clogging, which is caused primarily by sediment deposition, may result in performance failure of permeable pavement. Measuring the volumetric water content (VWC) by time domain reflectometers (TDRs) is an automated method to track the speed of clogging. Monitoring peak VWC during rain events has been used as an indication of clogging progression over the permeable pavement. New nonlinear solutions are developed to estimate the peak VWC using a multilayer perceptron (MLP) structure. The rain event variables and the maintenance treatment were formulated as the basic site characteristic parameters that affect the clogging progression. Five ANN models are constructed from the recorded VWC to compute the peak VWC from the rainfall parameters and maintenance treatment. A comprehensive set of data, including various rain event characteristics obtained from the rain gauge and the conducted maintenance on the permeable pavement, are used for training and testing the neural network models. The performances of the ANN models are assessed and the results demonstrate the satisfactory accuracy of the models as compared with the measured values. A parametric study is completed to determine the relative importance of peak VWC resulting from the variation of the study parameters. The results indicate that the models are effectively capable of estimating the peak VWC by the permeable pavements for different locations along the permeable pavement. The MLP models consider all known contribution factors and provide more precise prediction value than the linear model. Peak 5-min intensity, the previous rainfall depth, and the cumulative rainfall depth from the installation are the most effective parameters on the hydrologic performance of the permeable pavement. Designing permeable pavement based on the important parameters can lead to more efficient future design.
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      Clogging Prediction of Permeable Pavement

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    https://yetl.yabesh.ir/yetl1/handle/yetl/82187
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    contributor authorAta Radfar
    contributor authorThomas Doan Rockaway
    date accessioned2017-05-08T22:32:08Z
    date available2017-05-08T22:32:08Z
    date copyrightApril 2016
    date issued2016
    identifier other48799054.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82187
    description abstractThis study considers the clogging progression prediction on the permeable pavement by using artificial neural networks (ANNs). Clogging, which is caused primarily by sediment deposition, may result in performance failure of permeable pavement. Measuring the volumetric water content (VWC) by time domain reflectometers (TDRs) is an automated method to track the speed of clogging. Monitoring peak VWC during rain events has been used as an indication of clogging progression over the permeable pavement. New nonlinear solutions are developed to estimate the peak VWC using a multilayer perceptron (MLP) structure. The rain event variables and the maintenance treatment were formulated as the basic site characteristic parameters that affect the clogging progression. Five ANN models are constructed from the recorded VWC to compute the peak VWC from the rainfall parameters and maintenance treatment. A comprehensive set of data, including various rain event characteristics obtained from the rain gauge and the conducted maintenance on the permeable pavement, are used for training and testing the neural network models. The performances of the ANN models are assessed and the results demonstrate the satisfactory accuracy of the models as compared with the measured values. A parametric study is completed to determine the relative importance of peak VWC resulting from the variation of the study parameters. The results indicate that the models are effectively capable of estimating the peak VWC by the permeable pavements for different locations along the permeable pavement. The MLP models consider all known contribution factors and provide more precise prediction value than the linear model. Peak 5-min intensity, the previous rainfall depth, and the cumulative rainfall depth from the installation are the most effective parameters on the hydrologic performance of the permeable pavement. Designing permeable pavement based on the important parameters can lead to more efficient future design.
    publisherAmerican Society of Civil Engineers
    titleClogging Prediction of Permeable Pavement
    typeJournal Paper
    journal volume142
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000975
    treeJournal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 004
    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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