A Fourier Series Approximation for Deep-water Waves

JangRyong Shin
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Abstract

The Brazilian multinational petroleum corporation Petrobras and partners are developing the Buzios oil field, which is approximately 210 km offshore of Brazil. The Floating production storage and offloading (FPSO) is spread-moored in a maximum water depth of 2,030 m and has facilities to receive oil from sub-sea wells. It also has production plant facilities to process fluids, stabilize them, and separate produced water and natural gas, which is re-injected into a dedicated reservoir. Processed liquids are metered, stored in the FPSO cargo storage tanks, and offloaded to export tankers. The design life of the FPSO is 30 years. The relative water depth is defined as   , where    is the wave number,    is the angular frequency,  is the wavelength,  is the wave period,  is water depth, and  is gravity. According to DNV (2010a), it is normally not necessary to investigate wave periods longer than 18 s. Therefore, the relative water depth is greater than 25 for the project. When the relative water depth is greater than 2, deep-water wave theories are applicable (Chakrabarti, 1987; DNV, 2010b; Shin, 2019). Well-known wave theories include Airy theory, Stokes theory, Dean’s stream function theory, Fenton’s theory, and trochodial (Gerstner) theory for deep-water waves in offshore structure design. Trochodial theory is an exact solution of the Euler equation with vorticity. The first rotational solution was described by Gerstner in 1802 and was independently rediscovered later by Rankine (1863). A mathematical analysis of trochodial theory was performed by Constantin (Henry, 2008). The wavelength is independent of the trochoidal wave’s height, unlike in Stokes’ wave theory and observations. The trajectories of a water particle are closed circles, in contrast with the usual experimental observation of Stokes drift associated with wave motion. Therefore, trochodial theory is of limited use for offshore structure design. Airy theory, Stokes theory, Dean’s stream function theory, and Fenton’s theory are irrotational wave theories, unlike Trochodial theory. The wavelength is also independent of Airy wave’s height, and Airy theory is applicable for  ≤ (Chakrabarti, 1987), where  is the wave height. Therefore, Airy theory is unsuitable for describing waves near the Miche limit (DNV, 2010b); i.e.,   , where  is the wavelength calculated by Airy theory. Journal of Ocean Engineering and Technology [ARTICLE IN PRESS] https://doi.org/10.26748/KSOE.2021.092 pISSN 1225-0767 eISSN 2287-6715
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深水波的傅里叶级数近似
巴西跨国石油公司Petrobras及其合作伙伴正在开发Buzios油田,该油田位于巴西近海约210公里处。浮式生产储存和卸载(FPSO)的最大水深为2030米,并具有从海底井接收石油的设施。它还拥有生产工厂设施,可以处理流体,稳定流体,分离采出水和天然气,将其重新注入专用储层。处理后的液体被计量,储存在FPSO货物储罐中,然后卸载到出口油轮上。FPSO的设计寿命为30年。定义相对水深为,其中为波数,为角频率,为波长,为水深,为重力。根据DNV (2010a),通常不需要调查超过18秒的波浪周期。因此,本工程相对水深大于25。当相对水深大于2时,深水波浪理论适用(Chakrabarti, 1987;DNV、2010 b;心,2019)。著名的波浪理论有Airy理论、Stokes理论、Dean流函数理论、Fenton理论和海洋结构设计中深水波的trochodial (Gerstner)理论。平流层理论是带涡度的欧拉方程的精确解。第一个旋转解是由Gerstner在1802年描述的,后来由Rankine(1863)独立地重新发现。康斯坦丁(Henry, 2008)对纬线理论进行了数学分析。与斯托克斯的波理论和观测不同,波长与曲面波的高度无关。水粒子的轨迹是封闭的圆圈,这与通常的斯托克斯漂移与波浪运动相关的实验观察相反。因此,斜线理论在海上结构设计中的应用有限。Airy理论、Stokes理论、Dean流函数理论和Fenton理论都是无旋波理论,与Trochodial理论不同。波长也不依赖于Airy波的高度,Airy理论适用于~ (h)≤~ () rabarti, 1987),其中,h为波高。因此,Airy理论不适用于描述Miche极限附近的波(DNV, 2010b);即:nl ,其中,nl为Airy理论计算的波长。海洋工程与技术学报[ARTICLE IN PRESS] https://doi.org/10.26748/KSOE.2021.092 pISSN 1225-0767 eISSN 2287-6715
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