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A platform for research: civil engineering, architecture and urbanism
MANNING'S ROUGHNESS COEFFICIENT IN ALLUVIAL CHANNELS AFFECTED BY SEEPAGE
Seepage flow through alluvial channel bed can affect significantly the Manning's roughness coefficient, n. Both downward seepage (suction) and upward seepage (injection) through the alluvial channel bed can either increase or decrease Manning's n when compared to its no-seepage value. Such variations in Manning's n due to seepage are presented quantitatively so as to bring awareness among design engineers and researchers that seepage should be considered as a parameter while estimating the value of Manning's n even for a given size of bed material.
MANNING'S ROUGHNESS COEFFICIENT IN ALLUVIAL CHANNELS AFFECTED BY SEEPAGE
Seepage flow through alluvial channel bed can affect significantly the Manning's roughness coefficient, n. Both downward seepage (suction) and upward seepage (injection) through the alluvial channel bed can either increase or decrease Manning's n when compared to its no-seepage value. Such variations in Manning's n due to seepage are presented quantitatively so as to bring awareness among design engineers and researchers that seepage should be considered as a parameter while estimating the value of Manning's n even for a given size of bed material.
MANNING'S ROUGHNESS COEFFICIENT IN ALLUVIAL CHANNELS AFFECTED BY SEEPAGE
Sitaram, Nagaraj (author) / Rao, Achanta Ramakrishna (author)
ISH Journal of Hydraulic Engineering ; 11 ; 116-124
2005-01-01
9 pages
Article (Journal)
Electronic Resource
Unknown
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