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A Novel Survey of Bulk Gel Treatment Designs in Injection Wells-Part I: Gel Strength

机译:注入井大体积凝胶处理设计的新概论-第一部分:凝胶强度

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Polymer bulk gels are increasingly applied to alleviate the costly burden of excessive water production in mature oil fields. This paper presents a comprehensive review of the designs of injection well gel treatments conducted between 1985 and 2014. The survey includes 61 field projects compiled from SPE papers and U.S. DOE reports. Seven design parameters related to the gel strength were evaluated per the reservoir type and the recovery process using the univariate descriptive analysis and stacked histograms. We identified that there is a great concern about losing the informative content of the three levelsdata of gel treatment designs unless a specialized data reporting approach is used to obtain sufficiently representative and discriminating field-wide estimations. The traditional practice to plan a gel treatment is to adopt the designs from gel case histories in similar formations or empirically estimated the designs by reservoir engineers. The gel strength parameters are appreciably affected by the formation type and reservoir types can be ordered in term of increasing polymer concentration as matrix-rock, unconsolidated, and naturally-fractured. Gel treatments typically start with polymer concentration of 3000 ppm, end with 7600 ppm, and a constant polymer-crosslinker ratio of 40:1 is maintained during the treatments. Often, gel treatments are applied using polymers of 10-11 MM Dalton molecular weights that are injected in three to five treatment stages. The gel strength is designed based on the problem channeling strength and the required gel volume. However, in the cases of void-space problems, gel extrusion, gel breakthrough, and gel breakdown become important designing criteria. To address these issues, more advanced tapering schemes than the normal gradual increase of polymer concentrations are used to optimize the gel plugging efficiency. In addition, small volumes of cement or low molecular weight, fast-maturing, rigid gels are injected in front (only gels) or behind the MARCITSM gels as capping materials. The unsuccessful gel pilots had significantly higher polymer concentrations than the successful gel projects applied in the same formation type. Increasing trends were identified of polymer concentrations against the treatment timing indicators. The present review prominently maintains the variability of the design data and provides conformance engineers with the typical treatment designs for different application environments.
机译:在成熟油田中,越来越多地使用聚合物本体凝胶来减轻过多水生产带来的昂贵负担。本文对1985年至2014年间进行的注入井凝胶处理的设计进行了全面回顾。该调查包括61项根据SPE论文和美国DOE报告编写的现场项目。使用单变量描述性分析和堆积直方图,根据储层类型和采收过程评估了与凝胶强度有关的七个设计参数。我们发现,如果不使用专门的数据报告方法来获得足够有代表性和区分性的全场估计,则非常担心丢失凝胶处理设计的三个层次的信息内容。计划凝胶处理的传统做法是采用类似构造的凝胶案例历史中的设计,或由储层工程师凭经验估算设计。凝胶强度参数明显受地层类型的影响,储层类型可根据增加的聚合物浓度(如基岩,未固结和自然压裂)排序。凝胶处理通常以3000 ppm的聚合物浓度开始,以7600 ppm的浓度结束,并且在处理过程中保持40:1的恒定聚合物-交联剂比率。通常,使用分子量为10-11 MM道尔顿的聚合物进行凝胶处理,并在三至五个处理阶段进行注入。凝胶强度是根据问题通道强度和所需的凝胶体积来设计的。然而,在空隙问题的情况下,凝胶挤出,凝胶突破和凝胶分解成为重要的设计标准。为了解决这些问题,可以使用比正常情况下逐渐增加的聚合物浓度更先进的锥形方案来优化凝胶堵塞效率。此外,在MARCITSM凝胶的前面(仅凝胶)或后面注入少量水泥或低分子量,快速成熟的硬质凝胶作为封盖材料。与在相同地层类型中应用的成功凝胶项目相比,不成功的凝胶试验剂具有明显更高的聚合物浓度。相对于处理时间指标,确定了聚合物浓度的增加趋势。本综述突出地保留了设计数据的可变性,并为符合性工程师提供了适用于不同应用程序环境的典型处理设计。

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