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地质储氢温压条件下H2在纯水中的扩散系数

徐冬红 郭会荣 吕万军

徐冬红,郭会荣,吕万军. 地质储氢温压条件下H2在纯水中的扩散系数[J]. 地质科技通报,2026,45(4):1-10 doi: 10.19509/j.cnki.dzkq.tb20250184
引用本文: 徐冬红,郭会荣,吕万军. 地质储氢温压条件下H2在纯水中的扩散系数[J]. 地质科技通报,2026,45(4):1-10 doi: 10.19509/j.cnki.dzkq.tb20250184
XU Donghong,GUO Huirong,LYU Wanjun. Diffusion coefficient of H2 in pure water under temperature and pressure conditions for underground storage[J]. Bulletin of Geological Science and Technology,2026,45(4):1-10 doi: 10.19509/j.cnki.dzkq.tb20250184
Citation: XU Donghong,GUO Huirong,LYU Wanjun. Diffusion coefficient of H2 in pure water under temperature and pressure conditions for underground storage[J]. Bulletin of Geological Science and Technology,2026,45(4):1-10 doi: 10.19509/j.cnki.dzkq.tb20250184

地质储氢温压条件下H2在纯水中的扩散系数

doi: 10.19509/j.cnki.dzkq.tb20250184
基金项目: 国家自然科学基金项目“二氧化碳促进含水层储氢注采下的气−水−岩−生相互作用及其效应”(42572322)
详细信息
    作者简介:

    徐冬红:E-mail:3459647318@qq.com

    通讯作者:

    E-mail:elsieguo@126.com

Diffusion coefficient of H2 in pure water under temperature and pressure conditions for underground storage

More Information
  • 摘要:

    随着氢能利用需求不断提升,地下地质储氢(UHS)已成为能源储存领域的研究热点。地质储氢高温高压条件下 H2在纯水中的扩散系数,是定量刻画 H2在储层孔隙中运移行为、准确评价 H2通过盖层扩散损失的关键参数。但现有研究多集中于常温常压条件,高温高压条件下的实验数据仍较为缺乏。本研究采用显微激光拉曼光谱技术,在透明高压石英毛细管中原位观测 H2在水溶液中的溶解扩散过程,实测获得 10~30 MPa、298.15~393.15 K 温压范围内 H2在纯水中的扩散系数,并分析其影响规律与工程应用意义。结果表明:温度对扩散系数影响显著,随温度升高扩散系数明显增大;20 MPa 下温度由 298.15 K 升至 363.15 K 时,扩散系数增幅约 211%,可用 Speedy-Angell 幂律方程准确拟合:D=23.572×109[(T/213.54)−1]2.021。压力对扩散系数影响较弱,随压力增大整体呈轻微下降趋势;363.15 K 下压力由 10 MPa 升至 30 MPa 时,扩散系数降幅约 4.8%。结合有效扩散系数经验公式估算 H2透过盖层的泄漏通量,结果显示盖层厚度越大,H2散失通量越小、扩散速度越慢、泄漏风险越低。因此,实际地质储氢工程应优先选择温度较低、盖层厚度较大的深层地质构造。本研究获取的高温高压扩散系数数据,可为地质储氢中 H2运移规律定量刻画与扩散通量计算提供关键参数,同时为储氢场地选址、方案设计与风险评估提供科学依据。

     

  • 图 1  实验装置图

    Figure 1.  Schematic diagram of experimental setup

    图 2  毛细管处理细节图

    Figure 2.  Details of capillary processing

    图 3  观测点示意图

    L为加压升温后液柱的初始长度;HI为距气液界面50 μm处观测点;H1,H2,H3分别为从界面到管道末端以2~4 mm间距分布观测点;HE为管尾观测点;下同

    Figure 3.  Schematic diagram of monitoring locations

    图 4  20 MPa、298.15 K下H1点H2和H2O随时间的拉曼光谱

    Figure 4.  Time-dependent Raman spectra of H2 and H2O at point H1 under 20 MPa and 298.15 K

    图 5  不同温压条件下各观测点上H2在纯水中浓度随时间的变化关系

    HRH2/H2O为H2拉曼峰强度(HH2)与水溶液拉曼峰强度(HH2O)的比值,表征H2的浓度;t为时间;H1(2 mm)表示观测点编号(观测点距气液界面的距离);下同

    Figure 5.  Time-dependent variation of H2 concentration in pure water at monitoring points under different temperature-pressure conditions

    图 6  20 MPa、343.15 K下H1点H2浓度随时间变化多项式拟合

    mt/mmax−1/16为H2浓度随时间演变的拟合多项式,mtt时刻H1点的H2浓度,mmax为H1点的H2浓度的最大值

    Figure 6.  Polynomial fitting of concentration as a function of time at point H1 under 20M Pa and 343.15 K

    图 7  本实验数据与前人数据的对比(a)以及模型拟合 (b)

    Figure 7.  Comparison between experimental data and reported data (a) and model fitting (b)

    图 8  H2在水中的扩散系数与压力的函数关系

    Figure 8.  Functional relationship between diffusion coefficient and pressure of H2 in water

    图 9  H2扩散模型示意图

    x为距盖层底部高度;L’为盖层厚度;C0为盖层内气体初始浓度;C1为气相与盖层接触面处气体浓度;C2为盖层上边界气体浓度

    Figure 9.  Schematic diagram of H2 diffusion model

    图 10  不同厚度盖层H2散失通量

    Figure 10.  H2 loss fluxes through caprocks of different thicknesses

    表  1  不同温压条件下H2在纯水中的扩散系数

    Table  1.   Diffusion coefficients of H2 in pure water under different temperature-pressure conditions

    压力P/MPa 温度T/K 扩散系数D/(10−9m2·s−1) 不确定度/(±10−9m2·s−1)
    10 363.15 11.69 0.80
    20 298.15 3.68 0.29
    20 318.15 5.46 0.47
    20 343.15 8.69 0.60
    20 363.15 11.45 1.23
    30 298.15 3.59 0.35
    30 318.15 5.41 0.53
    30 343.15 8.32 0.95
    30 363.15 11.13 0.98
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  • 收稿日期:  2025-04-22
  • 录用日期:  2025-09-24
  • 修回日期:  2025-09-22
  • 网络出版日期:  2025-12-22

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