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INSTALLATION METHODOLOGIES FOR A TENSION LEG PLATFORM UNDER OCEAN SWELL CONDITIONS

机译:海洋膨胀条件下张力腿平台的安装方法

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A common procedure of installing a Tension Leg Platform is to float it over the tendons and lower it over the tendons. A key phase of this procedure is lock-off, i.e. the instant when the tendons become firmly attached to the TLP hull. The lock-off position of the tendons on the hull should be within specified tolerances. Lock-off on the tendons higher than targeted results in a reduced draft which implies reduced displacement and therefore typically reduced payload capacity or reduced payload reserve. Lock-off on the tendons lower than targeted results in increase in draft and brings the deck closer to mean water which adversely affects the airgap requirements. Hence lock-off at the correct draft is a key aspect of a successful installation procedure. The general geometric properties of several TLPs are such that there is a significantly more heave motion under swell conditions than under sea states with much smaller peak periods (for the same significant wave height). These larger motions under swell conditions can make it harder to achieve the desired lock-off elevation. Such swell conditions are known to occur of the West Coast of Africa. Waiting for the swell to subside may not be an attractive alternative for TLP installation as these swells may be present for extended periods of time. Two engineering solutions are provided which reduce the heave motion of a free floating TLP. Both of these solutions are temporary changes to the TLP itself and should be implemented as a part of the TLP design spiral. One of the solutions implies an increase of TLP mass; the second solution reduces the vertical stiffness of the free floating TLP. The heave natural period is significantly increased in both methods, and heave motions are reduced. Both methods increase the heave response amplitude operator (RAO) for periods below 8 to 12 seconds and reduce the heave RAO magnitudes above 12 seconds. Implementing one of these methods in the installation procedure may be most applicable to situations where the installation window may contain prolonged periods of persistent swell.
机译:安装张力腿平台的常见过程是将其漂浮在筋上,然后将其降低到筋上。此过程的关键阶段是锁定,即肌腱牢固地附着在TLP船体上的那一刻。肌腱在船体上的锁定位置应在规定的公差范围内。筋腱的锁定高于目标值会导致吃水减少,这意味着位移减少,因此通常会减少有效载荷容量或减少有效载荷储备。筋腱的锁定低于目标值会导致吃水增加,并使甲板更接近平均水位,从而对气隙要求产生不利影响。因此,锁定正确的吃水深度是成功安装过程的关键方面。几个TLP的一般几何特性是,与在峰值时间段短得多(对于相同的有效波高)的海况下相比,在浪涌条件下的起伏运动明显更多。在膨胀条件下,这些较大的运动可能会更难实现所需的锁定高度。已知这种膨胀情况发生在非洲西海岸。等待膨胀消退对于TLP安装可能不是一种有吸引力的替代方法,因为这些膨胀可能会存在很长时间。提供了两种工程解决方案,可减少自由浮动TLP的升沉运动。这两种解决方案都是对TLP本身的临时更改,应作为TLP设计螺旋的一部分来实施。解决方案之一是增加TLP质量。第二种解决方案降低了自由浮动TLP的垂直刚度。两种方法中的升沉自然周期都显着增加,而升沉运动则减小。两种方法都增加了升沉响应幅度算子(RAO)低于8到12秒,并降低了升沉RAO幅度超过12秒。在安装过程中实施这些方法之一可能最适用于安装窗口可能包含长时间持续膨胀的情况。

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