Exercise [2] Design an irrigation channel in alluvial soil according to Lacey's silt theory, given the following data: Full supply discharge = 15 m³/sec, Lacey's silt factor = 1.0 Channels side slopes = (1/2H: 1V).
Exercise [2] Design an irrigation channel in alluvial soil according to Lacey's silt theory, given the following data: Full supply discharge = 15 m³/sec, Lacey's silt factor = 1.0 Channels side slopes = (1/2H: 1V).
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
Section: Chapter Questions
Problem 7.6P
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