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HYDRAULICS AND PRINCIPLES OF GEOTECHNICAL ENGINEERING presented by: Engr. Mansour P. Aguas Kippap Civil Engineering FLOW IN CONDUITS
DAY 42: FLOW IN CONDUITS MAJOR HEAD LOSSES (MANNING’S) From open channels, v = 1 n R 2 3S 1 2 Where n is the coefficient of roughness. For the slope of the energy grade line, S = h L Also, from HGE 8: Fundamentals of Fluid Flow, D = 4R R = D 4 "Great minds are like conduits — they channel knowledge and let it flow freely."