›› 2016, Vol. 37 ›› Issue (S1): 88-94.doi: 10.16285/j.rsm.2016.S1.011

• 基础理论与实验研究 • 上一篇    下一篇

预制横缝条件下水力裂缝的起裂和扩展

王 磊1,杨春和1, 2,侯振坤2,郭印同1,魏元龙2,蒋廷学3   

  1. 1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,湖北 武汉 430071; 2. 重庆大学 煤矿灾害动力学与控制国家重点实验室,重庆 400044; 3. 中国石油化工股份有限公司 石油工程技术研究院,北京 100101
  • 收稿日期:2015-08-05 出版日期:2016-06-16 发布日期:2018-06-09
  • 作者简介:王磊,男,1989年生,博士研究生,主要从事页岩气水力压裂开采等方面的研究。
  • 基金资助:
    国家自然科学基金(No. 51574218);中国科学院战略性先导科技专项(B类)子课题名称(No. XDB10040202);中国石化科技攻关项目(No. P14091);国家高技术研究发展计划(“863”)项目(No. 2013AA064800)。

Initiation and propagation of hydraulic fractures under the condition of prefabricated transverse fracture

WANG Lei1, YANG Chun-he1,2, HOU Zhen-kun2, GUO Yin-tong1, WEI Yuan-long2, JIANG Ting-xue3   

  1. 1. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. State Key Laboratory for Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, China; 3. Sinopec Research Institute of Petroleum Engineering, China Petroleum and chemical Co., Beijing 100101, China
  • Received:2015-08-05 Online:2016-06-16 Published:2018-06-09
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51574218), the Chinese Academy of Sciences Strategic Leader Science and Technology Project (Type B) Sub-project (XDB10040202), the Sinopec Scientific and Technological Research Project (P14091) and the National High-tech R & D Program (863 Program) (2013AA064800).

摘要: 针对高角度天然裂缝发育地层中的水平井水力压裂问题,开展了水力裂缝自天然裂缝处起裂扩展的理论和试验研究。尝试将天然裂缝简化为与井筒轴线垂直的横向裂缝,基于线弹性断裂力学理论和最大拉应力准则,给出了水力裂缝起裂压力和扩展过程中应力强度因子的计算方法。利用预制横缝模拟高角度天然裂缝,开展了室内水力压裂试验,对水力裂缝的扩展形态和起裂压力进行了研究。理论计算表明,(1)水力裂缝自预制横缝端部起裂后,扩展距离超过1倍的预制横缝端部半径时可将预制横缝和水力裂缝合并起来,整体视作一条横向裂缝来计算应力强度因子;(2)水力裂缝尖端距井壁处的距离大于4倍的井筒半径时,应力强度因子的计算可忽略井筒的影响,近似采用硬币形裂缝的计算公式。试验研究发现,(1)水力裂缝在预制横缝端部起裂并扩展,形成与井筒轴线垂直的横向裂缝,裂缝的扩展呈现出Ⅰ型断裂的特点,形态近似呈圆形,未发现与井筒轴线平行的纵向裂缝的起裂和扩展;(2)排量对破裂净压力和起裂净压力有重要影响,大排量会导致较高的破裂净压力和起裂净压力,在大、小两种排量下起裂净压力的离散性均较小,计算得到的KⅠ临界断裂值的离散性也较小。研究结果可为改善裂缝发育储层的近井裂缝形态提供指导,也可为煤矿开采中预制横向切槽的水力压裂设计提供参考。

关键词: 水平井, 水力压裂, 天然裂缝, 横向裂缝, 裂缝起裂, 裂缝扩展, 起裂净压力

Abstract: Aiming at the problem of horizontal well hydraulic fracturing in formation with dip angle natural fractures, theoretical and experimental studies on the initiation and propagation of hydro-fracture from natural fracture are carried out. Simplifying the natural fracture as a transverse fracture perpendicular to the well axis, the method of calculating initiation pressure and stress intensity factor (SIF) are given, based on the theory of linear elastic fracture mechanics and the maximum stress criterion. Meanwhile, using a prefabricated transverse fracture to simulate natural fracture, laboratory hydraulic fracturing test is carried out to investigate the fracture geometry and initiation pressure. Theoretical calculation shows that: (1) after initiating from the prefabricated transverse fracture tip, the prefabricated transverse fracture and the fracture can be regarded as a whole and treated as a transverse fracture to calculate SIF when the fracture propagates longer than the radius of the notch tip. (2) when the distance between the fracture tip and the wellbore wall is longer than four times of the wellbore radius, the wellbore effect can be neglected and SIF equation for penny-shaped crack can approximately be used. Experimental studies show that (1) hydraulic fracture initiates at the tip of the prefabricated transverse fracture and propagates to form a transverse fracture orthogonal to the wellbore; fracture propagation shows the feature of model Ⅰ fracturing; the fracture geometry is near round; no longitudinal fracture is observed. (2) pumping rate has a significant effect on the net breakdown pressure and net initiation pressure with larger pumping rate leading to higher net pressures; the discreteness of net initiation pressure and calculated critical fracturing value KⅠ are small under both large and small pumping rate conditions. Research results can provide guidance for improving near wellbore fracture geometry of naturally fractured reservoir and reference for designing hydraulic fracturing with prefabricated transverse fracture in coal mining.

Key words: horizontal wellbore, hydraulic fracturing, natural fracture, transverse fracture, fracture initiation, fracture propagation, net initiation pressure

中图分类号: 

  • TE 241
[1] 邵长跃, 潘鹏志, 赵德才, 姚天波, 苗书婷, 郁培阳, . 流量对水力压裂破裂压力和增压率的影响研究[J]. 岩土力学, 2020, 41(7): 2411-2421.
[2] 孙峰, 薛世峰, 逄铭玉, 唐梅荣, 张翔, 李川, . 基于连续损伤的水平井射孔-近井筒三维破裂模拟[J]. 岩土力学, 2019, 40(8): 3255-3261.
[3] 武晋文, 冯子军, 梁栋, 鲍先凯, . 单轴应力下带钻孔花岗岩注入高温蒸汽 破坏特征研究[J]. 岩土力学, 2019, 40(7): 2637-2644.
[4] 张钰彬, 黄丹. 页岩水力压裂过程的态型近场动力学模拟研究[J]. 岩土力学, 2019, 40(7): 2873-2881.
[5] 张 帆, 马 耕, 冯 丹, . 大尺寸真三轴煤岩水力压裂模拟试验 与裂缝扩展分析[J]. 岩土力学, 2019, 40(5): 1890-1897.
[6] 徐辰宇, 白 冰, 刘明泽, . 注CO2条件下花岗岩破裂特征的试验研究[J]. 岩土力学, 2019, 40(4): 1474-1482.
[7] 李静, 孔祥超, 宋明水, 汪勇, 王昊, 刘旭亮, . 储层岩石微观孔隙结构对岩石力学特性 及裂缝扩展影响研究[J]. 岩土力学, 2019, 40(11): 4149-4156.
[8] 李 栋, 卢义玉, 荣 耀, 周东平, 郭臣业, 张尚斌, 张承客, . 基于定向水力压裂增透的大断面瓦斯 隧道快速揭煤技术[J]. 岩土力学, 2019, 40(1): 363-369.
[9] 梁天成,刘云志,付海峰,严玉忠,修乃岭,王 臻. 多级循环泵注水力压裂模拟实验研究[J]. , 2018, 39(S1): 355-361.
[10] 程 万, 蒋国盛, 周治东, 魏子俊, 张 宇, 王炳红, 赵 林, . 水平井中多条裂缝同步扩展时裂缝竞争机制[J]. 岩土力学, 2018, 39(12): 4448-4456.
[11] 姜婷婷,张建华,黄 刚, . 煤岩水力压裂裂缝扩展形态试验研究[J]. , 2018, 39(10): 3677-3684.
[12] 蔡奇鹏,吴宏伟,胡 平,陈星欣,郭力群,. 隐伏裂缝对互层胶结土中正断层扩展影响研究[J]. , 2017, 38(7): 2015-2021.
[13] 严成增. 模拟水压致裂的另一种二维FDEM-flow方法[J]. , 2017, 38(6): 1789-1796.
[14] 陈江湛,曹 函,孙平贺,吴晶晶, . 三轴加载下煤岩脉冲水力压裂扩缝机制研究[J]. , 2017, 38(4): 1023-1031.
[15] 马 耕,张 帆,刘 晓,冯 丹,张鹏伟,. 地应力对破裂压力和水力裂缝影响的试验研究[J]. , 2016, 37(S2): 216-222.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!