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- W2065050215 abstract "The hydrodynamic loads on towed arrays and flexible risers can be divided into ‘inertial’ loads, due the basic need for the water to move aside as the array or riser passes, and ‘drag’ loads reflecting the size of the wake left behind. The latter must inevitably be calculated empirically from experimental data, because of the great inherent complexity of the turbulent processes in wakes. The former, however, can be calculated analytically, and this has been done for many years on towed arrays, although not on flexible risers. It is first shown under which circumstances the analytical formula used on towed arrays gives a worthwhile improvement over the Morison-type semi-empirical inertial forces used in the analysis of flexible risers. The improvements occur when the array or riser is tightly curved, which is of course a practically important situation, because it can lead to mechanical damage. It is next shown, however, that in this tightly-curved case the analytical formula itself breaks down, because an assumption used in its derivation is violated. The question is therefore posed of how the analytical formula might be generalized, and a number of alternative approaches to that problem are considered." @default.
- W2065050215 created "2016-06-24" @default.
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- W2065050215 date "1989-10-01" @default.
- W2065050215 modified "2023-09-26" @default.
- W2065050215 title "Aspects of the hydrodynamic loading on towed arrays and flexible risers" @default.
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- W2065050215 doi "https://doi.org/10.1016/0141-0296(89)90044-8" @default.
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