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Scale Inhibitor Core Floods in Carbonate Cores: the Influence of pH on Phosphonate- Carbonate Interactions

机译:碳酸盐岩心中的阻垢剂岩心驱替:pH对膦酸酯-碳酸盐相互作用的影响

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Scale inhibitor core floods were performed using outcrop Jurassic Portlandian chalk cores. The effect of pH on the phosphonate-carbonate interaction was studied by performing core floods at various fixed injected pH values (pH ~6, 4, and 2). The scale inhibitor (SI) used in these core floods was 5000 ppm active DETPMP adjusted to the application pH for that core flood. Effluent concentrations of scale inhibitor, lithium tracer, calcium and magnesium are measured, as are the effluent pH values. This thorough set of measurements makes it possible to interpret the inhibitor/carbonate interaction mechanisms quite clearly. Some carbonate dissolution is evident in all core floods which is quantified in our floods and, as expected, the degree of dissolution increases as pH decreases. The pH 2 core flood (C4) showed the highest carbonate dissolution to the extent that the fluid induced the formation of a worm hole through the core. Flood C3 carried out at pH 4 showed more carbonate dissolution than in floods carried out at pH 6, as well as giving high pH (~7) effluents. There is higher interaction between the injected solutions and the rock material in flood C3 (SI retention, Γ ≈ 4.5 mg/g), and an increase in permeability between the pre-treatment and post treatment stages (~13 %). All floods were modelled using a well established methodology [1, 2]. For the high pH floods (pH 6) the SI return curves were modelled very accurately using an adsorption isotherm which appears to provide an excellent description of the SI/carbonate rock interaction. For the lower pH floods (pH 4 and 2), a reasonably good, but not perfect, match was obtained using a “pseudo-adsorption isotherm” approach. However, a more complete description of the SI /rock interaction involving the role of Ca2+ is required in order to accurately model all of the features of the phosphonate/carbonate interaction.
机译:使用露头侏罗纪波特兰白垩岩心进行阻垢剂岩心驱水。通过在各种固定的注入pH值(pH〜6、4和2)下进行岩心驱替研究了pH对膦酸酯-碳酸根相互作用的影响。这些岩心驱替中使用的阻垢剂(SI)为5000 ppm活性DETPMP,已调整至该岩心驱替的应用pH值。测量了阻垢剂,锂示踪剂,钙和镁的废水浓度,以及废水的pH值。这套详尽的测量方法可以非常清楚地解释抑制剂/碳酸盐相互作用的机理。在所有核心洪水中,都有明显的碳酸盐溶解,这在我们的洪水中已量化,并且正如预期的那样,溶解度随pH降低而增加。 pH 2岩心驱替液(C4)表现出最高的碳酸盐溶解度,以致流体引起穿过岩心形成蠕虫孔的程度。在pH 4下进行的C3洪水比在pH 6下进行的C3洪水显示更多的碳酸盐溶解,并产生高pH(〜7)的废水。注入的溶液和洪水C3中的岩石材料之间具有更高的相互作用(SI保留,Γ≈4.5 mg / g),并且在预处理阶段和后处理阶段之间的渗透率增加(〜13%)。所有洪水均使用完善的方法进行建模[1、2]。对于高pH洪水(pH 6),SI吸收曲线使用吸附等温线非常精确地建模,这似乎提供了SI /碳酸盐岩相互作用的出色描述。对于较低的pH洪水(pH 4和2),使用“伪吸附等温线”方法获得了较好但不完美的匹配。然而,为了准确地模拟膦酸酯/碳酸酯相互作用的所有特征,需要对涉及Ca 2+的SI /岩石相互作用进行更完整的描述。

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