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    Explicit Solution for Pipe Diameter Problem Using Lambert <i>W</i>-Function 

    Source: Journal of Irrigation and Drainage Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022030
    Author(s): Ahmed A. Lamri; Said M. Easa
    Publisher: ASCE
    Abstract: Determining the pipe diameter is one of the principal problems encountered in designing and analyzing pipe flow lines. However, the direct determination of a pipe’s diameter is not possible because of the implicit form of ...
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    Stability Criterion for Uniform Flow in Open Channel Cross Sections with Different Shapes 

    Source: Journal of Irrigation and Drainage Engineering:;2020:;Volume ( 146 ):;issue: 011
    Author(s): Ahmed A. Lamri; Said M. Easa; Mohamed T. Bouziane
    Publisher: ASCE
    Abstract: This paper presents the derivation of an analytical method for identifying the stability of uniform flow in three open channel sections (rectangular, parabolic, and circular). Using a dimensionless relative slope factor, ...
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