Met-ocean description Sample Clauses

Met-ocean description. 2.1.1.1. Wave Height The existing 2013 Interim Guidelines do not consider manoeuvring criteria for the open sea. SHOPERA has introduced the weather-vaning criterion for the open sea, which requires corresponding standard environmental conditions. A straightforward choice of the North Atlantic scatter table, IACS (2001), is not suitable to define the weather conditions to be used with the weather-vaning criterion. Benchmarking of the existing fleet with respect to the weather-vaning criterion appears as the most rational way to define the standard wave height: the standard wave heights should be defined in such a way that the majority of the existing vessels fulfils the related requirements, taking into account that the present safety level with respect to manoeuvrability-related accidents in heavy weather is satisfactory. For increasing storm in coastal waters, the 2013 Interim Guidelines use two criteria, course keeping and advance speed. The corresponding standard wave heights were defined by benchmarking of tankers, bulk carriers and container ships. SHOPERA aimed at validation of the proposed weather conditions with respect to the measurements. In Figure 1, wave data are compared for three coastal locations studied in SHOPERA, the access channel to the port of Antwerp (measurement data available from Flemish Banks Monitoring Network, 2016, and cover the period from 1984 to 2004), Scottish waters (hindcast data generated by the UK Met Office for the period from 2000 to 2008) and the port of Leixões (wave hindcast data simulated by IST for the period from 2000 to 2012). The 40 nautical mile long access channel to the port of Antwerp is dredged in a rather protected sand banks area, whereas both the Scottish coastal waters and the port of Leixões are not as protected. Correspondingly, the former area indicates milder wave heights than the latter two. Noting different duration of observations for the three considered areas (which leads to different observed minimum probabilities), and that these probabilities are too high to define design values, the measurements can be compared for the same probability of occurrence (e.g. 10-4); this leads to the maximum significant wave heights for the access channel to the port of Antwerp, Scottish waters and the port of Leixões of about 4.5 m, 5.5 m and 6.0 m, respectively.
Sample 1
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