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High-Permeability Fracturing: 'Carter' Fluid Loss or Not

机译:高渗透压裂:“卡特”失水与否

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Frac-packs, and hydraulic fracturing, have become accepted,successful completion procedures for high permeability formations.To some extent, this success has come despite lessthan full understanding of the processes. Statements such as“fracture models cannot predict net pressure behavior in softrocks” are heard. Inconsistencies are blamed on radical departuresfrom “classical” theories of fracturing, and in someinstances, this may be warranted. However, it is best to firstexamine simpler possibilities (Occam’s Razor). Radical departuresshould not be postulated until fracture models routinelyaddress actual geologic/reservoir environments.What is the big difference for high permeability fracturing?Of course, it is not “soft” rock, it is permeability, thus,fluid loss. ALL fracture designs are based on the idea of 1D,I.e., Carter or C/√t, loss, and assume (with no justification) thisis valid. High loss is accounted for by high fluid loss coefficients,but using high values for something does not describethe process. One possible cause of the inconsistency might benon-1D, I.e., non-Carter type, loss behavior.Non-1D fluid loss occurs in water injection/water disposalfractures (though “normal” fracture models are still mistakenlyutilized in these situations). 1D loss is valid if the fracturepropagation is greater than loss velocity, and this condition isNOT true for water flood induced fracturing. Is this true forhigh permeability fracturing – with fluid efficiency < 10%,even in propped fracturing treatments using viscous fluids?This paper examines this question using a coupled 3Dfracture-reservoir model (as described in Appendix A) to accuratelysimulate fluid loss. We simulate several field cases,review the design/post-analysis based on “traditional” loss behavior,and examine the effect of rigorously simulating loss.The results are used to identify conditions where non-Carterfluid loss is significant, and how to modifydesigns appropriately.
机译:压裂填料和水力压裂已被接受, 成功完成高渗透率地层的施工程序。 在某种程度上,尽管取得了一些成就,但还是取得了成功 而不是完全了解流程。诸如 “裂缝模型无法预测软岩层中的净压力行为 岩石”。不一致归咎于根本性的偏离 来自“经典”的压裂理论,在某些情况下 在某些情况下,这可能是必要的。但是,最好先 研究更简单的可能性(Occam的Razor)。根本偏离 在常规断裂模型建立之前,不应假定 解决实际的地质/储层环境。 高渗透压裂的最大区别是什么? 当然,它不是“软”岩石,而是渗透性,因此, 液体流失。所有的裂缝设计都基于一维的思想, 即Carter或C /√t,损失,并假设(无正当理由) 已验证。高损耗是由于高流体损失系数造成的, 但是对某物使用高价值并不能说明 过程。不一致的一种可能原因是 非1D,即非Carter类型的损失行为。 注水/水处理中发生非一维流体损失 骨折(尽管“正常”骨折模型仍然是错误的 在这些情况下使用)。如果骨折,一维损失有效 传播大于损耗速度,并且这个条件是 对于注水引起的压裂不是正确的。这是真的吗 高渗透压裂–流体效率<10%, 甚至在使用粘性流体进行的压裂裂缝处理中? 本文使用耦合3D检验了这个问题 裂缝储层模型(如附录A中所述)可以准确地 模拟流体损失。我们模拟了几个现场案例, 根据“传统”损失行为审查设计/后分析, 并研究严格模拟损失的效果。 结果用于识别非卡特人的情况 液体流失很大,如何修改 适当设计。

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