Offshore Structures 1992
DOI: 10.1007/978-1-4471-3193-9_3
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Hydromechanical Analysis of Offshore Structures

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Cited by 6 publications
(5 citation statements)
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“…The maximum force is then calculated as the maximum value over a wave period. C M and C D are both functions of Keulegan-Carpenter number [20], a measure for the ratio between the wave height and the cylinder diameter, and Reynolds number, in addition to an outer surface condition expressed in terms of the degree of roughness [2,21]. It should be noted that C D increases with increasing roughness, whereas C M decreases with increasing roughness.…”
Section: Methodsmentioning
confidence: 99%
“…The maximum force is then calculated as the maximum value over a wave period. C M and C D are both functions of Keulegan-Carpenter number [20], a measure for the ratio between the wave height and the cylinder diameter, and Reynolds number, in addition to an outer surface condition expressed in terms of the degree of roughness [2,21]. It should be noted that C D increases with increasing roughness, whereas C M decreases with increasing roughness.…”
Section: Methodsmentioning
confidence: 99%
“…Carpenter number [22,23], a measure for the ratio between the wave height and the cylinder diameter, and Reynolds number (Re). In addition, 𝑪𝑪 𝑫𝑫 increases with increasing local surface roughness of the structure, whereas 𝑪𝑪 𝑴𝑴 decreases with increasing roughness.…”
Section: Methodsmentioning
confidence: 99%
“…Figure 8 Breaking wave height and regions of validity of various gravity water waves' theories (Clauss et al 1992) lar sea state parameters. The phases were randomly generated and differ within each set of parameters but are constantly plugged for each set.…”
Section: Transitional Water Deepwatermentioning
confidence: 99%