涪陵页岩气田生产套管防漏堵漏技术对策与实践          下载免费PDF全文

赵明琨  舒曼  李永成  陈小龙  刘超 《探矿工程》2016,43(7):37-41

页岩气生产井投产前,都要进行大规模分段压裂,生产套管必须能承受不低于90 MPa的施工压力。2013年涪陵工区试验井组相继出现2口井稳不住压现象,导致长水平段分段压裂的储层改造工艺受限,该问题一时成为制约涪陵页岩气田钻井生产和质量的一大“瓶颈”。为此,从生产套管设计、施工、治理3个方面进行了防漏堵漏技术措施研究,并取得一些进展,较好地满足了页岩气高效开发的需要。本文介绍了涪陵页岩气一期产建套管防漏堵漏对策与实践成果,为国内类似页岩气区块的开发提供借鉴和参考。  相似文献   

新型膨大管柱堵漏工具的研究与试制          下载免费PDF全文

张良万  游云武  舒曼  许明标 《探矿工程》2016,43(7):59-61

为了提高钻遇断层、大裂缝、溶洞及流水溶洞情况发生的失返性漏失堵漏的成功率,研制了一种新型膨大管柱堵漏工具。该工具直接送达漏层,使堵漏材料在受限空间内凝固,并在井眼轨迹穿过的通道上建立所需体积和强度的堵塞,从而解决失返性漏失问题。介绍了该堵漏工具的结构组成、选材、制造工艺和使用方法。  相似文献   

高效桥塞堵漏技术在川西马井构造的应用          下载免费PDF全文

王方博  王兴忠  龚德章 《探矿工程》2016,43(8):6-10

川西马井构造上部地层裂隙发育,地层承压能力低,布井密集,钻井时易与邻井气层窜通,发生漏失,甚至造成复杂型井漏。虽然常规桥塞堵漏亦能堵漏成功,但由于地层承压能力低而易发生复漏和反吐,堵漏一次成功率低。为提高堵漏效果和一次成功率,在原有堵漏技术的基础上,引入高效堵漏剂,通过室内配方优化及施工工艺完善,形成了高效桥塞堵漏技术。现场试验表明该技术堵漏一次成功率高,堵漏效果良好,为低承压力地层、易漏失层以及易与邻井气层窜通等造成的复杂型井漏提供了新的堵漏思路,对解决其它复杂井漏也具有一定的指导意义。  相似文献   

羌塘盆地羌资-14井钻探施工技术          下载免费PDF全文

翟育峰  仲崇龙  刘峰 《探矿工程》2016,43(7):92-95

羌资-14井地质浅钻工程为地质参数井,设计井深1200 m,要求全井取心。存在破碎地层取心困难、钻遇小型“溶洞”地层漏失、冬季施工困难等问题。此外,井位高海拔无人环境也给施工后勤供应带来难度。通过采取特种取心工具、水泥灌浆封孔堵漏、加热电阻丝包裹吸水管加热等工艺技术措施以及针对性的施工组管理措施,有效地解决了钻井技术难题和后勤供应问题。为该区域及类似区域油气地质调查钻井施工提供了参考。  相似文献   

钻孔引发基坑管涌事故的分析与处理对策          下载免费PDF全文

虞利军  陶灵聪  苏华 《探矿工程》2016,43(9):72-74

地下室开挖与基础施工过程中,当坑底存在承压水,如设计考虑不周或施工方法不当,因钻孔穿透承压含水层等原因,将导致管涌发生。结合浙江宁波某基坑管涌处理工程实例,提出采用钢套管、高压旋喷桩、双液注浆的综合处理技术,实践证明,提出的技术可以有效处理类似事故。  相似文献   

地质要素在工程构筑选址中的影响特性分析     

孙红政  李宏伟  徐哲 《测绘与空间地理信息》2017,(10):199-201,204

新的作战样式催生地质环境下工程构筑选址这一全新的命题。本文探究了地质要素对工程构筑选址的影响,将工程分成三大类,总结三类工程的地质影响要素;通过分析土体、岩体的物理化学和力学性质对工事的作用,总结陆域水体对岩体和建筑材料的物理化学作用,梳理主要的构造、地质灾害和资源类型对工程的影响,明确了六大类地质要素在工程构筑选址中的影响特性,为下一步确定各要素在工程构筑选址中的权重以及构建工程构筑选址信息模型奠定了基础。  相似文献   

“Contested policy mobility”: the creative transformation and temporary use of brownfields in Redtory,Guangzhou     

Xuan Liu 《Urban geography》2017,38(6):884-902

This article argues that the changing distribution of power between coalitions of stakeholders challenges typical top-down dynamics of policy mobility, and causes contestations that in turn lead to the multi-scalar co-construction of policy- and place-making in China. When property-led redevelopment, commandeered by the coalition between government and investors, could no longer dominate the renewal of brownfield sites, a nationally endorsed mobile policy of creative transformation led China’s renewal of these areas into a new phase of “contested policy mobility”. Three kinds of contestations have been observed in Redtory, Guangzhou. First, in adopting the alternative mobile policy of using brownfields temporarily before permanent redevelopment, local governments were aiming to retain control of development rights throughout a nationally mandated urban economic “creative transformation” process. Second, emerging new interest groups from within the public sphere were able to resist subsequent redevelopment plans, thereby challenging the mobile policy’s top-down momentum. Finally, divisive interests within the coalition ultimately weakened their power when contesting the government and investors.  相似文献   

The Shielding Effect of Multi-Pile Structures on Ice Force     

史庆增  黄焱宋安 《中国海洋工程》2004,18(2):197-206

The shielding effect of the front pile-row on the ice force acting on the hack pile-row is studied by ice force model tests. In the tests, the front pile-row is designed to model jacket legs and the hack pile-row to model the water resisting pipe-phalanx within the jacket. The shielding factor for ice force corresponding to different conditions are given in this paper. The research indicates that there are many factors, including the longitudinal and lateral spacing between the front and hack pile-row, ice attacking angle and the ratio of pile diameter to ice thickness, that influence the shielding effect on ice force.  相似文献   

A high‐altitude temporary spring in a compartmentalized carbonate aquifer: the role of low‐permeability faults and karst conduits     

Emma Petrella  Paolo Capuano  Massimiliano Carcione  Fulvio Celico 《水文研究》2009,23(23):3354-3364

The aim of this research was to refine the actual conceptual model related to the activation of high‐altitude temporary springs within the carbonate Apennines in southern Italy. The research was carried out through geophysical, hydrogeological, hydrochemical and isotopic investigations at the Acqua dei Faggi experimental site during five hydrologic years. The research demonstrated that, in carbonate aquifers where low‐permeability faults cause the aquifer system to be compartmentalized, high‐altitude temporary springs may be recharged by groundwater. In such settings, neither surface water infiltration in karst systems nor perched temporary aquifers play a role of utmost importance. The rare (once or a few time a year) activation of such springs is due to the fact that groundwater unusually reach the threshold head that allows the spring to flow. The activation of the studied high‐altitude temporary spring also depended on relationships between a low‐permeability fault core and a karst system that locally interrupts the low‐permeability barrier. In fact, when the hydraulic head did not reach the karst system, the concentrated head loss within the fault core did not allow the spring to flow, because the groundwater entirely flowed through the fault towards the downgradient compartment. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Numerical simulation of particle plugging in hydraulic fracture by element partition method     

Yujie Wang  Xinyong Li  Bing Zhao  Zhennan Zhang 《国际地质力学数值与分析法杂志》2020,44(14):1857-1879

Hydraulic fracturing (HF) treatment often involves particle migration and is applied for propping or plugging fractures. Particle migration behaviors, e.g., bridging, packing, and plugging, significantly affect the HF process. Hence, it is crucial to effectively simulate particle migration. In this study, a new numerical approach is developed based on a coupled element partition method (EPM). The EPM is used to model natural and hydraulic fractures, in which a fracture is allowed to propagate across an element, thereby avoiding remeshing in fracture simulations. To characterize the water flow process in a fracture, a fully hydromechanical coupled equation is adopted in the EPM. To model particle transportation in fractures with water flow, each particle is treated as a discrete element. The particles move in the fracture as a result of being dragged by fluid. Their movement, contact, and packing behaviors are simulated using the discrete element method. To reflect the plugging effect, an equivalent aperture approach is proposed. Using this method, the particle migration and its effect on water flow are well simulated. The simulation results show that this method can effectively reproduce particle bridging, plugging, and unblocking in a hydraulic fracture. Furthermore, it is demonstrated that particle plugging significantly affects water flow in a fracture and hence the propagation of hydraulic fracture. This method provides a simple and feasible approach for the simulation of particle migration in a hydraulic fracture.  相似文献