瞬态压力脉冲法及其在松散含水合物沉积物中的应用

刘乐乐, 张宏源, 刘昌岭, 李彦龙, 李承峰. 瞬态压力脉冲法及其在松散含水合物沉积物中的应用[J]. 海洋地质与第四纪地质, 2017, 37(5): 159-165. doi: 10.16562/j.cnki.0256-1492.2017.05.016
引用本文: 刘乐乐, 张宏源, 刘昌岭, 李彦龙, 李承峰. 瞬态压力脉冲法及其在松散含水合物沉积物中的应用[J]. 海洋地质与第四纪地质, 2017, 37(5): 159-165. doi: 10.16562/j.cnki.0256-1492.2017.05.016
LIU Lele, ZHANG Hongyuan, LIU Changling, LI Yanlong, LI Chengfeng. PRESSURE PULSE-DECAY METHOD AND ITS APPLICATION TO PERMEABILITY MEASUREMENT OF HYDRATE-BEARING SEDIMENTS[J]. Marine Geology & Quaternary Geology, 2017, 37(5): 159-165. doi: 10.16562/j.cnki.0256-1492.2017.05.016
Citation: LIU Lele, ZHANG Hongyuan, LIU Changling, LI Yanlong, LI Chengfeng. PRESSURE PULSE-DECAY METHOD AND ITS APPLICATION TO PERMEABILITY MEASUREMENT OF HYDRATE-BEARING SEDIMENTS[J]. Marine Geology & Quaternary Geology, 2017, 37(5): 159-165. doi: 10.16562/j.cnki.0256-1492.2017.05.016

瞬态压力脉冲法及其在松散含水合物沉积物中的应用

  • 基金项目:
    国家自然科学基金(11402131);中国地质调查项目(DD20160216)
详细信息
    作者简介: 刘乐乐(1986—),男,博士,副研究员,主要从事天然气水合物开采涉及的力学问题研究,E-mail:liulele_leo@163.com
  • 中图分类号: TU411.4

  • 蔡秋蓉编辑

PRESSURE PULSE-DECAY METHOD AND ITS APPLICATION TO PERMEABILITY MEASUREMENT OF HYDRATE-BEARING SEDIMENTS

  • 含水合物沉积物渗透率是水合物开采相关工作的基础参数之一。稳态法在应用于渗透率较低的多孔介质时存在着稳定渗流难和试验耗时长等缺点。目前,含水合物细颗粒沉积物渗透率试验数据积累明显不足。本文首先介绍了瞬态压力脉冲法的基本原理及数据处理方法,然后以模拟试验验证了瞬态压力脉冲法的适用性,最后探讨了该方法在松散含水合物沉积物渗透率测量方面的应用效果。结果表明:瞬态压力脉冲法近似解处理粉细砂沉积物试验数据效果较好,而处理黏土沉积物试验数据存在明显误差,建议采用数值模拟反演分析的方法处理瞬态压力脉冲法试验数据;瞬态压力脉冲法适用于松散沉积物渗透率测量,在含水合物沉积物渗透率试验研究方面具有潜在的应用前景。

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  • 图 1  瞬态压力脉冲法测量过程

    Figure 1. 

    图 2  瞬态压力脉冲法测量渗透率试验装置

    Figure 2. 

    图 3  松散沉积物粒径级配曲线[28, 29]

    Figure 3. 

    图 4  瞬态压力脉冲法测量差压衰减情况

    Figure 4. 

    图 5  瞬态压力脉冲法测量差压衰减情况

    Figure 5. 

    图 6  瞬态压力脉冲法无量纲差压衰减情况

    Figure 6. 

    图 7  瞬态压力脉冲法无量纲差压衰减情况

    Figure 7. 

    图 8  瞬态压力脉冲法差压衰减模拟情况

    Figure 8. 

    图 9  瞬态压力脉冲法差压衰减模拟情况

    Figure 9. 

    图 10  水合物分解过程中沉积物渗透率变化情况

    Figure 10. 

    表 1  数值模拟所用参数

    Table 1.  Parameters for numerical simulations

    参数名称 取值
    水密度ρw(g/cm3) 1
    水动力粘滞系数μw(Pas) 0.001
    水压缩系数Cw(Pa-1) 4.2×10-10
    上游水箱体积Vu(cm3) 2 000
    下游水箱体积Vd(cm3) 2 000
    被测样品长度l(cm) 10
    被测样品横截面面积A(cm2) 28.3
    矿物压缩系数Cm(Pa-1) 2×10-11
    骨架压缩系数Ceff(Pa-1) 1号样品 0.35×10-8
    2号样品 0.71×10-7
    孔隙度n 1号样品 37.2%
    2号样品 57.1%
    备注:骨架压缩系数和孔隙度通过固结实验确定。
    下载: 导出CSV

    表 2  样品渗透试验结果

    Table 2.  Experimental results of sample's permeability

    下载: 导出CSV
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出版历程
收稿日期:  2017-06-24
修回日期:  2017-08-03
刊出日期:  2017-10-28

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