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Simplified analysis for estimation of the behavior of a submerged floating tunnel in waves and experimental verification

机译:估算水下淹没式漂浮隧道行为的简化分析和实验验证

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摘要

To achieve rational design in waves for a submerged floating tunnel which has emerged as a new offshore transportation infrastructure, it's necessary to understand its hydrodynamic behavior. For simple but accurate estimation of hydrodynamic forces, a theoretical method is proposed and the tests with physical models in a wave flume were carried out for verification. Morison's equation was used to estimate wave loads composed of inertia force and drag force. Forces calculated by applying the linear wave theory to Morison's equation coincided well with those measured by the tests. The test results showed that mooring systems played a significant role in the movement of the submerged floating tunnel in waves. A pendulum model could be used to describe the motion of the submerged floating tunnel with a single vertical mooring. Based on the verified relations, a simple slack condition which causes the submerged floating tunnel to be unstable was also proposed. The simplified approach proposed by this study proved to be useful in designing the submerged floating tunnel in the initial stage. (C) 2015 Elsevier Ltd. All rights reserved.
机译:为了对作为新的海上运输基础设施而出现的潜水浮道进行合理的波浪设计,有必要了解其水动力特性。为了简单而准确地估算水动力,提出了一种理论方法,并在波浪槽中进行了物理模型测试以进行验证。莫里森方程用于估计由惯性力和阻力组成的波浪载荷。通过将线性波理论应用于莫里森方程计算出的力与通过测试测得的力非常吻合。测试结果表明,系泊系统在波浪中淹没的浮动隧道的运动中起着重要作用。可以使用摆模型来描述具有单个垂直系泊的潜水浮道的运动。根据已验证的关系,提出了一种简单的松弛条件,该条件导致淹没的浮动隧道不稳定。这项研究提出的简化方法在初期设计中对淹没式浮动隧道的设计是有用的。 (C)2015 Elsevier Ltd.保留所有权利。

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