Research Article
Multiobjective Optimization Method for the Diversion Scheme of Lean Concrete Overtopped Cofferdam under Multiconstraint Conditions
Table 3
Scheme table of cofferdam height of each diversion tunnel section.
| | Project | Diversion hole diameter (m) | Design flood elevation (m) | Cofferdam height (m) |
| | Scheme 1 | 8.5 | 486.80 | 42.55 | | Scheme 2 | 9.0 | 481.10 | 36.85 | | Scheme 3 | 9.5 | 477.12 | 32.87 | | Scheme 4 | 10.0 | 474.25 | 30.00 | | Scheme 5 | 10.5 | 472.20 | 27.95 | | Scheme 6 | 11.0 | 470.69 | 26.44 |
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