The wave impact pressures on the structure were measured using 16 pressure transducers which were sampled at 5 kHz. The 16 pressure transducers were installed at the midline of the structure, with eight on the vertical wall and the other eight on the recurved parapet. The locations of pressure transducers are shown in Figure 4. The coordinates of the pressure transducer are shown in Table 2.
Table 2
The coordinates of pressure probes in vertical wall and parapet (adapted from Ravindar et al. 2018)
| Sl. No. | Pressure transducer | x (m) | y (m) | z (m) |
|---|---|---|---|---|
| 1 | PT1 | 243 | 0 | 3.63 |
| 2 | PT2 | 243 | 0 | 3.96 |
| 3 | PT3 | 243 | 0 | 4.21 |
| 4 | PT4 | 243 | 0 | 4.36 |
| 5 | PT5 | 243 | 0 | 4.51 |
| 6 | PT6 | 243 | 0 | 4.66 |
| 7 | PT7 | 243 | 0 | 4.81 |
| 8 | PT8 | 243 | 0 | 4.96 |
| 9 | PT9 | 243 | 0 | 5.22 |
| 10 | PT10 | 243 | 0 | 5.32 |
| 11 | PT11 | 242.9 | 0 | 5.41 |
| 12 | PT12 | 242.8 | 0 | 5.48 |
| 13 | PT13 | 242.7 | 0 | 5.56 |
| 14 | PT14 | 242.6 | 0 | 5.61 |
| 15 | PT15 | 242.5 | 0 | 5.65 |
| 16 | PT16 | 242.4 | 0 | 5.67 |
| Sl. No. | Pressure transducer | x (m) | y (m) | z (m) |
|---|---|---|---|---|
| 1 | PT1 | 243 | 0 | 3.63 |
| 2 | PT2 | 243 | 0 | 3.96 |
| 3 | PT3 | 243 | 0 | 4.21 |
| 4 | PT4 | 243 | 0 | 4.36 |
| 5 | PT5 | 243 | 0 | 4.51 |
| 6 | PT6 | 243 | 0 | 4.66 |
| 7 | PT7 | 243 | 0 | 4.81 |
| 8 | PT8 | 243 | 0 | 4.96 |
| 9 | PT9 | 243 | 0 | 5.22 |
| 10 | PT10 | 243 | 0 | 5.32 |
| 11 | PT11 | 242.9 | 0 | 5.41 |
| 12 | PT12 | 242.8 | 0 | 5.48 |
| 13 | PT13 | 242.7 | 0 | 5.56 |
| 14 | PT14 | 242.6 | 0 | 5.61 |
| 15 | PT15 | 242.5 | 0 | 5.65 |
| 16 | PT16 | 242.4 | 0 | 5.67 |
Figure 4
The location of pressure transducers in the vertical wall and recurved parapet.