Ogee Spillway Designxls Better ^hot^ Jun 2026

Q=CLeHe3/2cap Q equals cap C cap L sub e cap H sub e raised to the 3 / 2 power : Discharge coefficient, typically around for ogee crests at design head. Lecap L sub e : Effective length, adjusted for contractions from piers ( Kpcap K sub p ) and abutments ( Kacap K sub a

The hydraulic capacity of an Ogee spillway is governed by the fundamental weir equation: Q = C_d * L_e * H^3/2 ogee spillway designxls better

coordinates, showing the downstream and upstream profiles instantly. Q=CLeHe3/2cap Q equals cap C cap L sub