首页> 外文会议>Proceedings of the ASME India oil and gas pipeline conference 2013 >MANAGING OF A STRATEGIC CRUDE OIL PIPELINE FOR MAXIMUM TRANSPORTATION CAPACITY
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MANAGING OF A STRATEGIC CRUDE OIL PIPELINE FOR MAXIMUM TRANSPORTATION CAPACITY

机译:战略性原油管道的管理,以实现最大的运输能力

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The aged crude oil pipeline; 16" × 166 km since November 1984, extends from Meleiha field at western desert to El-Hamra terminal at coast of the Mediterranean sea. Its original capacity was 100,000 BOPD using two pumping stations; one at Meleiha and the other is a boosting station, 83 km far from Meleiha. Planned pumped flow rate increased to 177,000 BOPD at the time that Maximum Allowable Working Pressure (MAWP) reduced from 1440 psi to 950 psi. This paper shows managing procedures led to pumping higher flow rate without exceeding MAWP, where two solutions to accommodate such increase in production were applied; firstly by looping the existing pipeline with a (16" × 56 km), secondly by using a Drag Reducing Agent (DRA), so that could reduce hydraulic friction losses and Total Dynamic Pressure (TDP) in the system and could pumped more with reduced initial pumping pressure at Meleiha. So, the intermediate station was temporarily abandoned. Mathematical models are designed to simulate pumping operation through the whole system, where TDP is predicted for the three pipeline cases: 1- normal case without both looping & DRA. 2- case without DRA & with looping. 3-case with both looping & DRA. Laws of hydraulics are applied with the deduced formula represents performance of DRA in which percentage of drop in pressure losses is modeled as a function of DRA dose in ppm. Close agreement is remarked between values of the deduced theoretical values and actual values obtained for TDP, confirming validity of such mathematical models.
机译:老化的原油管道;自1984年11月以来,长度为16英寸×166公里,从西部沙漠的Meleiha油田一直延伸到地中海沿岸的El-Hamra码头。使用两个泵站的原始容量为100,000 BOPD;一个在Meleiha,另一个是增压站,距离Meleiha 83公里,当最大允许工作压力(MAWP)从1440 psi降低到950 psi时,计划的泵送流量增加到177,000 BOPD。本文显示了管理程序导致泵送更高的流量而不超过MAWP,其中两个应用解决方案以适应这种产量的增长;首先,通过将现有管道环长(16“×56 km),其次,使用减阻剂(DRA),这样可以减少水力摩擦损失和总动压(TDP) ),并可以在Meleiha降低初始泵送压力的情况下进行更多泵送。因此,中间站被暂时废弃。数学模型旨在模拟整个系统的泵送运行情况,其中预测了以下三种管线情况下的TDP:1-正常情况下没有回路和DRA。 2种情况,无DRA和循环播放。带循环和DRA的3种情况。应用推论得出的水力法则代表了DRA的性能,其中压力损失下降百分比被建模为DRA剂量(ppm)的函数。推论得出的理论值与为TDP获得的实际值之间存在密切的一致性,从而证实了这种数学模型的有效性。

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