Sediment transport modeling in deposited bed sewers: unified form of May's equations using the particle swarm optimization algorithm

May proposed two dimensionless parameters of transport (η) and mobility (F ) for self-cleansing design of sewers with deposited bed condition. The relationships between those two parameters were introduced in conditional form for specific ranges of F , which makes it difficult to use as a practical...

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Veröffentlicht in:Water science and technology 2017-08, Vol.76 (3-4), p.992-1000
Hauptverfasser: Safari, Mir Jafar Sadegh, Shirzad, Akbar, Mohammadi, Mirali
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Sprache:eng
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