Research Article

Hydraulic Characteristics and Numerical Simulation of the Entrance Section of Ladder-Shaped Spillway

Table 2

The discharge capacity under different conditions.

ConditionsDischarge rate (m3/s)The relative error (%)
Design valueNumerical valueExperimental valueThe error between numerical and design valuesThe error between numerical and experimental values

Design flood level48.0054.0052.8012.504.17
Collated flood level124.30131.8129.946.191.43