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OTC 21618--Developing And Using A Deepwater Predictive Soil Model To Optimize The Parque das Conchas (BC-10) FPSO Mooring Layout

机译:OTC 21618 - 开发和使用深水预测土壤模型来优化Parque Das Conchas(BC-10)FPSO系泊布局

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This paper provides a methodology for optimizing a deepwater mooring layout with respect to ground conditions and gives limitations of the method. Specifically, this paper: 1) describes development of a predictive soil model based on integration of AUV geophysical survey and geotechnical data in an area characterized by complex and discontinuous sand strata interbedded with clays; 2) describes using the predictive model to help optimize a FPSO mooring layout to meet design criteria; 3) presents as-installed results for the suction anchors and demonstrates reliability of the predictive soil model; 4) describes learnings from this project; and 5) discusses limitations of the methodology. Suction-anchor installation was completed successfully and no problems were encountered with respect to soil conditions. The as-installed results thus confirmed the general reliability of the predictive soil model. Sand strata as thin as about 30 cm thick were predicted by the model and their presence was confirmed by increased pump underpressures recorded during anchor installation. The fact that the 5-m-diameter suction anchors “felt” such thin sands was instructive. We demonstrate that, by using appropriate geophysical survey data calibrated with geotechnical information, a model of soil conditions can be developed and used as a tool to predict soil conditions away from geotechnical control points. Confidence in the predictions depends on the amount, type, spatial distribution, and quality of the data available and on the geology of the site. This case history is useful as a model approach for optimizing mooring layout with respect to ground conditions or for other applications where shallow soil conditions are sufficiently complex and variable to affect layout of foundation elements or design. Integrated study of the geophysical/geotechnical data was concurrent with mooring system design in a collaborative effort that directly influenced design iterations. Use of the integrated and iterative approaches described here will help future project teams develop more reliable mooring or other foundation solutions faster and thereby reduce costs.
机译:本文提供了一种用于优化基于地面条件的深水系泊布线的方法,并提供方法的局限性。具体地,本文:1)描述了基于AUV地球物理测量和岩土数据在特征在于粘土的复杂和不连续的砂层的区域中的一种预测土壤模型的发展; 2)使用预测模型描述了帮助优化FPSO系泊布局以满足设计标准; 3)提出了吸锚的安装结果,并证明了预测土壤模型的可靠性; 4)描述了这个项目的学习; 5)讨论方法的局限性。吸入锚固装置成功完成,并且在土壤条件方面没有任何问题。因此,所安装的结果证实了预测性土壤模型的一般可靠性。模型预测了薄为约30厘米厚的沙层,并且通过在锚固装置期间记录的泵压力增加来确认它们的存在。 5-M直径抽吸锚定“毛毡”这种薄砂的事实是有效的。我们证明,通过使用用岩土信息校准的适当地球物理测量数据,可以开发一种土壤条件模型,并用作预测远离岩土控制点的土壤条件的工具。对预测的信心取决于可用数据和网站地质的数量,类型,空间分布和质量。这种情况历史作为用于优化基于地条件的系泊布局的模型方法,或用于浅土壤条件足够复杂和变量以影响基础元件或设计的布局。地球物理/地理学数据的综合研究与系泊系统设计并在直接影响设计迭代的协作工作中同时进行系泊系统设计。使用此处描述的综合和迭代方法将帮助未来的项目团队更快地开发更可靠的系泊或其他基础解决方案,从而降低成本。

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