Ogee Spillway - Designxls Better
[ y = \fracx^1.852 \cdot H_d^0.85 ]
Q=CLeHe3/2cap Q equals cap C cap L sub e cap H sub e raised to the 3 / 2 power : Total discharge. Lecap L sub e ogee spillway designxls better
[ y = \fracx^1.852 \cdot H_d^0.85 ]
Q=CLeHe3/2cap Q equals cap C cap L sub e cap H sub e raised to the 3 / 2 power : Total discharge. Lecap L sub e ogee spillway designxls better