Jingyuan Wan, G. Yin, Shengnan Liu, M. Ong, Petter Moen
{"title":"海底覆盖层周围流动的数值模拟","authors":"Jingyuan Wan, G. Yin, Shengnan Liu, M. Ong, Petter Moen","doi":"10.1115/omae2021-66757","DOIUrl":null,"url":null,"abstract":"\n Glass reinforced plastic (GRP) subsea protection covers are often used to protect offshore pipelines, umbilicals and other important subsea structures from dropped objects released from offshore oil and gas and fishing activities. These covers are often subjected to waves. In the present study, flows around an oscillating GRP subsea cover and oscillatory flows around a stationary subsea cover are investigated using numerical simulations at three different KC numbers of 5, 11 and 20, which are representative for low, medium and large KC number regions. The simulations of flows around an oscillating subsea cover are used to compare with the experiments done by SINTEF Ocean (formerly MARINTEK) and validate the present numerical model. Two-dimensional (2D) simulations are carried out by solving the Unsteady Reynolds-Averaged Navier-Stokes (URANS) equations combined with the k-ω Shear Stress Transport (SST) turbulence model. It is found that the hydrodynamic forces for the two cases (flows around the oscillating cover and oscillatory flows around the stationary cover) are almost the same, which verifies that the experimental tests of subsea covers with forced motions can be used to study hydrodynamic forces on the stationary cover subjected to waves. The horizontal and vertical force coefficients and the surrounding flow fields around the covers are discussed.","PeriodicalId":23784,"journal":{"name":"Volume 6: Ocean Engineering","volume":"115 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2021-06-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Numerical Simulations of Flows Around Subsea Cover\",\"authors\":\"Jingyuan Wan, G. Yin, Shengnan Liu, M. Ong, Petter Moen\",\"doi\":\"10.1115/omae2021-66757\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\\n Glass reinforced plastic (GRP) subsea protection covers are often used to protect offshore pipelines, umbilicals and other important subsea structures from dropped objects released from offshore oil and gas and fishing activities. These covers are often subjected to waves. In the present study, flows around an oscillating GRP subsea cover and oscillatory flows around a stationary subsea cover are investigated using numerical simulations at three different KC numbers of 5, 11 and 20, which are representative for low, medium and large KC number regions. The simulations of flows around an oscillating subsea cover are used to compare with the experiments done by SINTEF Ocean (formerly MARINTEK) and validate the present numerical model. Two-dimensional (2D) simulations are carried out by solving the Unsteady Reynolds-Averaged Navier-Stokes (URANS) equations combined with the k-ω Shear Stress Transport (SST) turbulence model. It is found that the hydrodynamic forces for the two cases (flows around the oscillating cover and oscillatory flows around the stationary cover) are almost the same, which verifies that the experimental tests of subsea covers with forced motions can be used to study hydrodynamic forces on the stationary cover subjected to waves. The horizontal and vertical force coefficients and the surrounding flow fields around the covers are discussed.\",\"PeriodicalId\":23784,\"journal\":{\"name\":\"Volume 6: Ocean Engineering\",\"volume\":\"115 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-06-21\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Volume 6: Ocean Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1115/omae2021-66757\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Volume 6: Ocean Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1115/omae2021-66757","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
玻璃钢(GRP)水下保护罩通常用于保护海上管道、脐带缆和其他重要的海底结构免受海上油气和捕鱼活动释放的掉落物的伤害。这些覆盖物经常受到波浪的影响。在本研究中,采用数值模拟的方法,研究了振荡GRP海底覆盖物周围的流动和静止海底覆盖物周围的流动,分别在KC值为5、11和20的3个不同的KC值下,分别代表了低、中、大KC值区域。通过与SINTEF Ocean(以前的MARINTEK)的实验进行比较,验证了目前的数值模型。通过求解非定常reynolds - average Navier-Stokes (URANS)方程并结合k-ω剪切应力输运(SST)湍流模型进行二维(2D)模拟。结果表明,两种情况下(绕振荡盖板流动和绕静止盖板流动)的水动力几乎相同,验证了水下盖板受强迫运动的实验试验可以用于研究波浪作用下静止盖板的水动力。讨论了盖板周围的水平、垂直力系数和流场。
Numerical Simulations of Flows Around Subsea Cover
Glass reinforced plastic (GRP) subsea protection covers are often used to protect offshore pipelines, umbilicals and other important subsea structures from dropped objects released from offshore oil and gas and fishing activities. These covers are often subjected to waves. In the present study, flows around an oscillating GRP subsea cover and oscillatory flows around a stationary subsea cover are investigated using numerical simulations at three different KC numbers of 5, 11 and 20, which are representative for low, medium and large KC number regions. The simulations of flows around an oscillating subsea cover are used to compare with the experiments done by SINTEF Ocean (formerly MARINTEK) and validate the present numerical model. Two-dimensional (2D) simulations are carried out by solving the Unsteady Reynolds-Averaged Navier-Stokes (URANS) equations combined with the k-ω Shear Stress Transport (SST) turbulence model. It is found that the hydrodynamic forces for the two cases (flows around the oscillating cover and oscillatory flows around the stationary cover) are almost the same, which verifies that the experimental tests of subsea covers with forced motions can be used to study hydrodynamic forces on the stationary cover subjected to waves. The horizontal and vertical force coefficients and the surrounding flow fields around the covers are discussed.