Research Article
Hydraulic Characteristics and Numerical Simulation of the Entrance Section of Ladder-Shaped Spillway
Table 2
The discharge capacity under different conditions.
| Conditions | Discharge rate (m3/s) | The relative error (%) | Design value | Numerical value | Experimental value | The error between numerical and design values | The error between numerical and experimental values |
| Design flood level | 48.00 | 54.00 | 52.80 | 12.50 | 4.17 | Collated flood level | 124.30 | 131.8 | 129.94 | 6.19 | 1.43 |
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