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裂隙性儲層水平井起裂行為的控制

王志榮 宋沛 溫震洋 陳玲霞

王志榮, 宋沛, 溫震洋, 陳玲霞. 裂隙性儲層水平井起裂行為的控制[J]. 工程科學學報, 2020, 42(11): 1449-1456. doi: 10.13374/j.issn2095-9389.2019.11.15.003
引用本文: 王志榮, 宋沛, 溫震洋, 陳玲霞. 裂隙性儲層水平井起裂行為的控制[J]. 工程科學學報, 2020, 42(11): 1449-1456. doi: 10.13374/j.issn2095-9389.2019.11.15.003
WANG Zhi-rong, SONG Pei, WEN Zhen-yang, CHEN Ling-xia. Control of fracturing behavior of fractured reservoir under horizontal wells[J]. Chinese Journal of Engineering, 2020, 42(11): 1449-1456. doi: 10.13374/j.issn2095-9389.2019.11.15.003
Citation: WANG Zhi-rong, SONG Pei, WEN Zhen-yang, CHEN Ling-xia. Control of fracturing behavior of fractured reservoir under horizontal wells[J]. Chinese Journal of Engineering, 2020, 42(11): 1449-1456. doi: 10.13374/j.issn2095-9389.2019.11.15.003

裂隙性儲層水平井起裂行為的控制

doi: 10.13374/j.issn2095-9389.2019.11.15.003
基金項目: 國家自然科學基金資助項目(41272339);河南省自然科學基金資助項目(182300410149)
詳細信息
    通訊作者:

    E-mail:wangzhirong513@sina.com

  • 中圖分類號: TE375

Control of fracturing behavior of fractured reservoir under horizontal wells

More Information
  • 摘要: 針對裂隙性儲層水力壓裂行為中出現的圍巖維護、增透效率與地下水害防治等實際問題,本文對多場多相耦合作用下起裂壓力控制機制,以及壓裂性評價展開了深入研究。首先分析了射孔集中力對原始應力場的改造作用;其次,考慮壓裂液在儲層原生裂隙中的滲透作用;最后,基于斷裂力學強度準則建立了水平井起裂壓力計算模型。根據模型分析了儲層裂隙場幾何參數對起裂壓力的控制作用,提出了裂隙場特征參數的概念。研究結果表明,水平井水力壓裂是流固多相在射孔應力場、壓裂液滲流場以及儲層裂隙場耦合空間內相互作用過程,裂隙場特征參數對起裂壓力的大小起著主導控制作用,其中最大控制因素為儲層隙寬,且當儲層隙寬在200~700 μm區間內時,水力壓裂對改善其滲透性能才有實際意義,從而解決了裂隙性儲層起裂壓力的定量化與壓裂性評判問題。經實例計算與對比發現,蘇里格氣田東區H8段的砂巖儲層,起裂壓力的理論值與實測值契合度較高,壓裂后的產能也十分理想,從而驗證了模型的正確性,可以為水平井壓裂施工提供理論依據。

     

  • 圖  1  水平井壓裂地質模型

    Figure  1.  Horizontal well fracturing geological model

    圖  2  力學模型單元

    Figure  2.  Mechanical model unit

    圖  3  裂隙場特征參數(D)影響度分析圖

    Figure  3.  Analysis chart of crack control parameter influence

    圖  4  起裂壓力理論值與實測值對比圖

    Figure  4.  Comparison of theoretical and measured values of cracking pressure

    表  1  焦作礦區裂隙場特征參數統計表

    Table  1.   Characteristic parameter statistics table of fracture field in Jiaozuo mining areas

    NumberCrack half length,
    a / m
    Average crack width,
    b / m
    Crack average distance,
    s/m
    Crack surface roughness,
    λ[22]
    Rock permeability coefficient,
    K/ (m·s–1)
    Fracture toughness constant,
    KIC / (MPa·m1/2)
    10.014.0×10–45.26×10–31/121.24×10–20.118
    20.0182.3×10–41.22×10–31/121.02×10–20.212
    30.0043.8×10–43.85×10–31/121.46×10–20.047
    40.0154.0×10–45.88×10–31/121.11×10–20.175
    50.0253.0×10–42.17×10–31/121.27×10–20.295
    下載: 導出CSV

    表  2  裂縫控制參數影響度分析表

    Table  2.   Sensitivity analysis table of crack control parameter influence

    iReference valueFluctuation range of uncertainties
    b / μm342–100%–80%–60%–40%–20%020%40%60%80%100%
    Db / (N·m–1100000.414.6726.2100299753167934036403.2
    a / cm1.44–100%–80%–60%–40%–20%020%40%60%80%100%
    Da / (N·m–1100––2501.3625.3277.9152.610069.551.139.130.925.1
    s / mm3.676–100%–80%–60%–40%–20%020%40%60%80%100%
    Ds / (N·m–1100––500250166.7125.010083.371.462.555.650.0
    Note:Db, Da and Da are crack control parameters related to b, a and s, respectively.
    下載: 導出CSV

    表  3  起裂壓力理論值與實測值對比表

    Table  3.   Comparison table of theoretical and measured values of cracking pressure

    Burial depth / mPerforation half pitch, L / mWellbore radius,
    Rw / m
    Crack field characteristic parameters, D /(N·m–1)Poisson ratio, μInitiation pressure / MPa
    Theoretical valueActual value
    319020.27.653×1040.30648.1152.94
    320020.27.653×1040.25149.1847.06
    321020.27.653×1040.30550.2552.95
    322020.27.653×1040.25051.3250.21
    323020.27.653×1040.26052.3948.85
    324020.27.653×1040.31953.4653.00
    下載: 導出CSV
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