西尼罗河三角洲天然气开发的设计挑战:罗塞塔海峡穿越

Leonardo Gitahy, D. Manso, Guilherme Carvalho, M. Lewis, Dario Migliaresi
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摘要

Raven是西尼罗河三角洲开发的第三阶段(继Taurus / Libra和Giza / Fayoum之后),来自英国石油公司运营的两个海上特许区块,北亚历山大和西地中海深水。Raven项目包括各种刚性管道的设计,其中一个是本文的具体主题。16英寸RSM到RP的现场流线长约4.8公里,通过一条路线将歧管(RSM)连接到PLEM (RP),该路线穿过一个被确定为Rosetta通道的突出地质特征,这是一个延伸约30公里的水下峡谷。罗塞塔海峡位于16英寸管线交叉处,宽约2.5公里,坡度陡峭,向下延伸约2.5公里。在RSM一侧40米(高度),然后爬升大约。向RP侧150m(高度)。虽然通常倾向于避免非常粗糙的地球物理特征,但这并不总是可能或可行的,并且经常遇到需要复杂工程解决方案以最小化风险和相关成本的具有挑战性的海底特征。本文解决了穿越罗塞塔海峡的16英寸管线设计中涉及的众多技术挑战。经过所有相关利益相关者的密切合作,在详细的工程过程之后,实现了一个强大、可靠和具有成本效益的解决方案,其中最终设计需要独特的缓解措施组合,包括海底挖掘、铺设前的岩石地毯、铺设后的岩石护堤、电缆喷射、曲线护柱和枕柱。
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Design Challenge of the West Nile Delta Gas Development: The Rosetta Channel Crossing
Raven is the third stage of the West Nile Delta development (following Taurus / Libra and Giza / Fayoum) from two BP-operated offshore concession blocks, North Alexandria and West Mediterranean Deepwater. The Raven project included the design of various rigid pipelines, of which one specifically is the subject of this paper. The 16" RSM to RP in-field flowline is approximately 4.8 km long, connecting a manifold (RSM) to a PLEM (RP) through a route that crosses a prominent geological feature identified as the Rosetta Channel, a submerged canyon that extends for about 30 km. The Rosetta Channel is about 2.5 km wide at the location of the 16" flowline route crossing, with steep slopes going down for approx. 40m (in height) on the RSM side, and then climbing up approx. 150m (in height) towards the RP side. Although it is typically preferred to avoid very rough geophysical features, this is not always possible or practicable and it is not uncommon to come across challenging seabed features that demand complex engineering solutions in order to minimise risks and associated costs. This paper addresses the numerous technical challenges involved in the design of the 16" flowline that crosses the Rosetta Channel. Following close collaboration between all involved stakeholders, a robust, reliable and cost-effective solution was achieved after a detailed engineering process, where the final design required a unique combination of mitigations including seabed excavation, pre-lay rock carpets, post-lay rock berms, cable jetting, curve bollards and sleepers.
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