Research Article
Numerical Simulation of Stepped Spillways with Front Step Deformation
Table 4
Design of the simulated working conditions.
| | Working condition | Dam height (m) | Unit width discharge (m2/s) | Weir head (m) | Velocity (m/s) | Water surface elevation (m) |
| | I | 15 | 2.5 | 1.316 | 1.900 | 16.316 | | 4.5 | 1.947 | 2.312 | 16.947 | | 5.5 | 2.225 | 2.472 | 17.225 | | II | 30 | 2.5 | 1.316 | 1.900 | 31.316 | | 4.5 | 1.947 | 2.312 | 31.947 | | 5.5 | 2.225 | 2.472 | 32.225 | | III | 45 | 2.5 | 1.316 | 1.900 | 46.316 | | 4.5 | 1.947 | 2.312 | 46.947 | | 5.5 | 2.225 | 2.472 | 47.225 |
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