Model Study to Determine the Manning’s Coefficient for Gabion Lining against Canal Erosion
نویسندگان
چکیده
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IV For the calculation of the local critical velocity for a bed of sack gabions, it is advised to use Izbash' formula with a gabion stability factor (γ in formula [10]) while calculating the nominal diameter of a sack gabion as in formula [1] (a mass based approach):
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ژورنال
عنوان ژورنال: Engineer: Journal of the Institution of Engineers, Sri Lanka
سال: 2020
ISSN: 2550-3219,1800-1122
DOI: 10.4038/engineer.v53i4.7427