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In-Situ Erosion of Damaged Formation During Injectivity Decline (PWRI and Seawater Flood)

机译:注入率下降过程中受损地层的原位侵蚀(PWRI和海水洪水)

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摘要

Injectivity decline with further stabilisation was widely observed and reported in the literature. It can be explained by different physical mechanisms. The correct diagnosis of formation damage mechanism allows choosing the right damage removal technology during seawater injection and Produced Water Re-Injection (PWRI). Reliable prediction of injectivity decline is essential for planning of well stimulation, fracturing, etc. Usually the stabilisation of well injectivity index after decline is explained by erosion of external filter cake, or by warm holes or even by fracture opening. Nevertheless, the stabilisation is observed in corefloods too, which evidences internal erosion. So, particle deposit erosion must be considered to interpret the injectivity stabilisation. In the current paper, the particle erosion was described by introduction of a new particle storage capacity function which equals to maximum retained concentration versus dimensionless flow velocity. After the maximum is reached by the retained concentration, particle capture does not happen any more. The particle storage capacity function is a reological characteristic that closes system of governing equations. The coreflood by suspension with permeability stabilisation was performed with a constant injection rate. The pressure drop on the core and the rate have been measured during the flooding. The analytical model developed allows to perfectly match the experimental impedance curve and calculate from it three injectivity damage parameters – filtration and formation damage coefficients, and also the maximum retention concentration. The obtained values of filtration and formation damage coefficients are in the usual variation range for these coefficients. Introduction of just one new parameter – maximum retained concentration – into a classical suspension filtration model allows for significant enrichment of the physics schema for suspension transport and retention. An analytical model of suspension coreflood with piecewise constant rate shos that after changing the flow velocity from some value and coming back to the same value, the impedance returns to the initial constant velocity curve. It takes some time after an abrupt flux decrease to stabilise the resistance growth rate, while the resistance growth rate stabilises immediately after abrupt flux increase. If flow regime changes from low velocity to high velocity, there appears a short particle pulse at the outlet; it does not happen when velocity changes from high value to low value.
机译:广泛观察到喷射性随着进一步稳定而下降,并在文献中进行了报道。可以用不同的物理机制来解释。正确的地层损害机理诊断可以在注入海水和再注入水(PWRI)期间选择正确的破坏消除技术。可靠地预测注入量下降对计划增产,压裂等计划至关重要。通常,下降后井注入指数的稳定可以通过外部滤饼的侵蚀,温暖的孔甚至裂缝的开口来解释。然而,在岩心驱替中也观察到了稳定作用,这表明内部侵蚀。因此,必须考虑颗粒沉积物的侵蚀来解释注入稳定性。在当前的论文中,通过引入新的粒子存储容量函数来描述粒子侵蚀,该函数等于最大保留浓度与无量纲流速的关系。在通过保留浓度达到最大值后,不再发生颗粒捕获。颗粒存储容量函数是一种封闭控制方程式的生物学特征。以恒定的注入速率进行具有渗透率稳定作用的悬浮岩心驱替。驱油过程中已测量了岩心上的压降和速率。所开发的分析模型可以完美匹配实验阻抗曲线,并从中计算出三个注入损伤参数–过滤和地层损伤系数,以及最大保留浓度。所获得的过滤系数和地层破坏系数的值在这些系数的通常变化范围内。在经典悬浮液过滤模型中仅引入一个新参数(最大保留浓度),就可以大大丰富悬浮液运输和保留的物理模式。分段恒定速率的悬浮岩心驱替分析模型表明,在将流速从某个值更改为相同值之后,阻抗返回到初始恒速曲线。突然的通量减少后需要一段时间来稳定电阻增长率,而突然的通量增加之后电阻增长率立即稳定。如果流态从低速变为高速,则在出口处会出现短的颗粒脉冲。当速度从高值变为低值时,不会发生这种情况。

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