Risk Assessment Method for Offshore Structure Based on Global Sensitivity Analysis

Table 5

Calculated spring tide from different inputs.

Input			output
𝐴𝑛 (cm)	𝐴(𝑀2) (cm)	𝐴(𝑆2) (cm)	Maximum sea level (cm)
1*	2*	3*
4.08	127.54	41.60	156.12
2.08	123.47	41.53	151.11
−14.92	127.05	40.14	139.62
4.08	126.41	41.39	155.32
20.8	125.22	41.25	152.45
14.92	124.69	41.39	146.41
2.08	124.44	41.22	151.64

Note: 1*: annual mean sea level.
2*: amplitude of constituent 𝑀₂.
3*: amplitude of constituent 𝑆₂.