为实现煤层气井的定量化排采管控,有效提高单井产气量,以沁水盆地南部马必东试验区高阶煤为研究对象,依据裂缝储层饱和水单相渗流机理,分析了压裂返排后各级裂隙对排水效果的影响,结合压裂与排采数据,探讨了压裂改造范围内的压力传播特...为实现煤层气井的定量化排采管控,有效提高单井产气量,以沁水盆地南部马必东试验区高阶煤为研究对象,依据裂缝储层饱和水单相渗流机理,分析了压裂返排后各级裂隙对排水效果的影响,结合压裂与排采数据,探讨了压裂改造范围内的压力传播特征,将排水区域划分为单相流弹性排水区与两相流弹性排水区,通过建立垂直裂缝线性流拟稳态模型,确定了与试验区地质条件相符的排采控制原则。研究表明:在饱和水单相流阶段,压裂裂缝是水相主要渗流通道,为水相强流动区,100μm级(渗透率1×10-15~1.2×10-15 m 2)外生及微型裂隙对煤层应力、压力传播及气体解吸最为敏感,为水相弱流动区,排采过程中应同时考虑低压力梯度造成的非线性渗流效应与应力敏感作用;排采模型显示:在垂直裂缝拟稳态渗流阶段,储层压力分布呈抛物线型,近井区域产水量高于边界区域,表现为更易发生解吸,单相水流期的渗流阻力主要由煤岩渗透率、排采时间、煤岩压缩系数、裂缝尺寸、压裂改造半径、驱替压力梯度、孔隙压力等多种因素影响,为保证解吸气的连续、高效产出,马必东试验区按照“快-慢-缓”的排采原则,存在合理的排采界限(0.05~0.10 MPa/d);针对高阶碎裂煤,在定流压降幅条件下,产水曲线形态可划分为稳定型、上升型与下降型,同时反映了不同煤储层的供水特性,高产能井解吸前通常出现气驱水尖峰。展开更多
The value of friction coefficient between the main cable and saddle, relates to not only the anti-slippage stability of three-tower suspension bridge, but also the reasonable stiffness of the middle tower and the magn...The value of friction coefficient between the main cable and saddle, relates to not only the anti-slippage stability of three-tower suspension bridge, but also the reasonable stiffness of the middle tower and the magnitude of rigidity of the whole bridge. First, the paper does some comparative studies about the relevant provisions of international norms, and then, summarizes the relevant load test results both at home and abroad. Finally, the paper draws the appropriate anti-slippage safety factor for the most unfavorable load in accordance with international load standards, and discusses the rationality and feasibility of the friction coefficient of 0.2 between main cable and saddle.展开更多
文摘为实现煤层气井的定量化排采管控,有效提高单井产气量,以沁水盆地南部马必东试验区高阶煤为研究对象,依据裂缝储层饱和水单相渗流机理,分析了压裂返排后各级裂隙对排水效果的影响,结合压裂与排采数据,探讨了压裂改造范围内的压力传播特征,将排水区域划分为单相流弹性排水区与两相流弹性排水区,通过建立垂直裂缝线性流拟稳态模型,确定了与试验区地质条件相符的排采控制原则。研究表明:在饱和水单相流阶段,压裂裂缝是水相主要渗流通道,为水相强流动区,100μm级(渗透率1×10-15~1.2×10-15 m 2)外生及微型裂隙对煤层应力、压力传播及气体解吸最为敏感,为水相弱流动区,排采过程中应同时考虑低压力梯度造成的非线性渗流效应与应力敏感作用;排采模型显示:在垂直裂缝拟稳态渗流阶段,储层压力分布呈抛物线型,近井区域产水量高于边界区域,表现为更易发生解吸,单相水流期的渗流阻力主要由煤岩渗透率、排采时间、煤岩压缩系数、裂缝尺寸、压裂改造半径、驱替压力梯度、孔隙压力等多种因素影响,为保证解吸气的连续、高效产出,马必东试验区按照“快-慢-缓”的排采原则,存在合理的排采界限(0.05~0.10 MPa/d);针对高阶碎裂煤,在定流压降幅条件下,产水曲线形态可划分为稳定型、上升型与下降型,同时反映了不同煤储层的供水特性,高产能井解吸前通常出现气驱水尖峰。
基金National Science and Technology Support Program of China(No.2009BAG15B01)
文摘The value of friction coefficient between the main cable and saddle, relates to not only the anti-slippage stability of three-tower suspension bridge, but also the reasonable stiffness of the middle tower and the magnitude of rigidity of the whole bridge. First, the paper does some comparative studies about the relevant provisions of international norms, and then, summarizes the relevant load test results both at home and abroad. Finally, the paper draws the appropriate anti-slippage safety factor for the most unfavorable load in accordance with international load standards, and discusses the rationality and feasibility of the friction coefficient of 0.2 between main cable and saddle.
