Using the permissible velocity method, design an irrigation canal with a Manning's roughness coefficient of 0.03, permissible velocity of 2ft/sec, slope of 0.5% and a design discharge of 50ft3/sec. Assume a rectangular channel with Width (w) : Depth = 6:1
Note: The correct answer should be w=46.3ft; d=7.27ft. Pls. show all work clearly.
Please find the attachment for the detailed solution.
Get Answers For Free
Most questions answered within 1 hours.