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    Fractional Kinetic Model for First Flush of Stormwater Pollutants 

    Source: Journal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author(s): Zhi-Qiang Deng; João L. M. P. de Lima; Vijay P. Singh
    Publisher: American Society of Civil Engineers
    Abstract: By generalizing the urban ground as a fractal surface and revising the classical Fick’s formula as a law of dispersion with a fractional-order derivative, a fractional kinetic model is developed for simulation of the first ...
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    Analytical Closed-Form Solution for 1D Linear Kinematic Overland Flow under Moving Rainstorms 

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 009
    Author(s): Jorge M. G. P. Isidoro; João L. M. P. de Lima
    Publisher: American Society of Civil Engineers
    Abstract: An analytical solution for overland flow under (upstream and downstream) moving storms that uses Laplace transformation to solve the one-dimensional (1D) linear kinematic wave equation is presented. This solution, which ...
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    Longitudinal Hillslope Shape Effects on Runoff and Sediment Loss: Laboratory Flume Experiments 

    Source: Journal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author(s): João L. M. P. de Lima; Jorge M. G. P. Isidoro; M. Isabel P. de Lima; Vijay P. Singh
    Publisher: American Society of Civil Engineers
    Abstract: Catchment geomorphology is one of the most important factors governing runoff and erosion. However, its complexity is difficult to describe accurately; thus, for simplicity, many studies assume hillslopes with a uniform ...
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