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Propagation law of hydraulic fractures during multi-staged horizontal well fracturing in a tight reservoir

机译:致密油藏多阶段水平井压裂过程中水力压裂扩展规律

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A novel laboratory simulation method for modeling multi-staged fracturing in a horizontal well was established based on a true tri-axial hydraulic fracturing simulation system. Using this method, the influences of net pressure in hydraulic fracture, stage spacing, perforation parameter, horizontal stress bias and well cementation quality on the propagation geometry of multiple fractures in a tight sandstone formation were studied in detail. The specimen splitting and analogy analysis of fracturing curve patterns reveals: Multiple fractures tend to merge under the condition of high horizontal stress bias and short stage spacing with pre-existing hydraulic fractures under critical closure situation, and the propagation of subsequent fractures is possibly suppressed because of high net pressure in pre-created fractures and asymmetric distribution of fracture width. And the subsequently created fractures are situated in the induced stress decreasing zone due to long stage spacing, leading to weak stress interference, and perforation with intense density and deep penetration facilitates the decrease of initiation fracture pressure. The deflection angle of subsequent fracture and horizontal stress variation tend to be amplified under low horizontal bias with constant net pressure in fractures. The longitudinal fracture is likely to be initiated at the interface of wellbore and concrete sample with poor cementation quality. The initiation fracture pressure of the different stages increases in turn, with the largest increase of 30%. Pressure quickly declines after initiation with low propagation pressure when the transverse hydraulic fracture is formed. The pressure reduces with fluctuation after the initiation of fracture when the fracture deflects, the extension pressure is high, and the fracture formed is tortuous and narrow. There is a violently fluctuant rise of pressure with multiple peak values when longitudinal fracture created, and it is hard to distinguish the features between the initiation stage and propagation stage.
机译:基于真实的三轴水力压裂模拟系统,建立了一种新型的模拟水平井多级压裂的实验室模拟方法。利用该方法,研究了致密砂岩地层中水力压裂的净压,工段间距,射孔参数,水平应力偏压和固井质量对多裂缝传播几何学的影响。标本分裂和压裂曲线模式的类比分析表明:在严重的闭合条件下,在高水平应力偏置和短段间距的情况下,多条裂缝倾向于合并水力裂缝,并且随后的裂缝的传播可能受到抑制,因为裂缝中的高净压力和裂缝宽度的不对称分布。由于阶段间距较长,随后产生的裂缝位于诱导应力减小区域,导致应力干扰较弱,而具有高密度和深穿透力的射孔有助于降低起始裂缝压力。在较低的水平偏压和恒定的裂缝净压力下,后续裂缝的偏转角和水平应力变化趋于放大。纵向胶结质量差的井眼和混凝土样品的界面可能会发生纵向断裂。不同阶段的初始破裂压力依次增加,最大增加30%。当形成横向水力压裂时,在以低传播压力引发之后,压力迅速下降。当裂缝发生挠曲,伸展压力高,形成的裂缝曲折而狭窄时,在裂缝开始后压力随波动而减小。产生纵向裂缝时,压力急剧上升,出现多个峰值,很难区分起爆阶段和传播阶段的特征。

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