Research Article
Optimal Design of Diversion Piers of Lateral Intake Pumping Station Based on Orthogonal Test
Table 4
Comparison of diversion pier parameter settings.
| | Schemes | Diversion pier parameters | | Length l/m | Width b/m | Radian α/° | Relative height h |
| | L1 | 7 | 0.4 | 10 | 0.4 | | L2 | 7 | 0.6 | 15 | 0.6 | | L3 | 7 | 0.8 | 20 | 0.8 | | L4 | 7 | 1.0 | 25 | 1.0 | | L5 | 8 | 0.4 | 15 | 0.8 | | L6 | 8 | 0.6 | 10 | 1.0 | | L7 | 8 | 0.8 | 25 | 0.4 | | L8 | 8 | 1.0 | 20 | 0.6 | | L9 | 9 | 0.4 | 20 | 1.0 | | L10 | 9 | 0.6 | 25 | 0.8 | | L11 | 9 | 0.8 | 10 | 0.6 | | L12 | 9 | 1.0 | 15 | 0.4 | | L13 | 10 | 0.4 | 25 | 0.6 | | L14 | 10 | 0.6 | 20 | 0.4 | | L15 | 10 | 0.8 | 15 | 1.0 | | L16 | 10 | 1.0 | 10 | 0.8 |
|
|
