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Frontiers of Earth Science

ISSN 2095-0195

ISSN 2095-0209(Online)

CN 11-5982/P

Postal Subscription Code 80-963

2018 Impact Factor: 1.205

Front. Earth Sci.    2023, Vol. 17 Issue (1) : 145-157    https://doi.org/10.1007/s11707-022-0980-7
RESEARCH ARTICLE
Adsorption and desorption behavior under coal–water–gas coupling conditions of high- and low-rank coal samples
Chen GUO1,2,3, Jiang GOU1, Dongmin MA1,2,3(), Yuan BAO1,2,3, Qingmin SHI1,2,3, Jiahao MENG1, Junzhe GAO1, Lingling LU4
1. College of Geology and Environment, Xi’an University of Science and Technology, Xi’an 710054, China
2. Shaanxi Provincial Key Laboratory of Geological Support for Coal Green Exploitation, Xi’an 710054, China
3. Geological Research Institute for Coal Green Mining, Xi’an University of Science and Technology, Xi’an 710054, China
4. Aerophoto Grammetry and Remote Sensing Bureau, China National Administration of Coal Geology, Xi’an 710100, China
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Abstract

High- and low-rank coalbed methane (CBM) are both important fields of CBM development in China, but their formation and production mechanisms differ considerably. The adsorption/desorption behavior of high- and low-rank coals under the coupling of coal–water–gas was investigated using two series of samples. Coal samples from Zhangjiamao (ZJM) coal mine, Ordos basin, and Sihe (SH) coal mine, Qinshui basin, were tested by isothermal adsorption–desorption experiment, natural imbibition experiment, nuclear magnetic resonance, mercury injection porosimetry, contact angle test, and permeability test. Isothermal adsorption and desorption experiments under dry, equilibrium water, and saturated water, were performed to explore the differences between the adsorption and desorption characteristics. The results show that the wettability and permeability of the ZJM low-rank coal sample was considerably higher than that of the SH high-rank coal sample. The imbibition process of the ZJM sample exhibited a high imbibition rate and high total-imbibition volume, whereas the SH sample exhibited a slow imbibition rate and low total-imbibition volume. The ZJM sample had a complex pore structure and diverse pore-size distribution with a lower mercury withdrawal efficiency at 59.60%, whereas the SH sample had a relatively uniform pore-size distribution with a higher mercury withdrawal efficiency at 97.62%. The response of adsorption and desorption of the ZJM sample to water was more significant than that of the SH sample. The desorption hysteresis of the ZJM sample was stronger than that of the SH sample and was more prominently affected by water, which was consistent with its strong wettability and complex pore-throat configuration. A comprehensive adsorption and desorption mode was constructed for high- and low-rank coal samples under coal–water–gas coupling condition. The research results are important to enrich the geological theory of high- and low-rank CBM and to guide efficient CBM recovery.

Keywords coalbed methane      adsorption–desorption      desorption hysteresis      wettability      pore structure      coal–water–gas coupling     
Corresponding Author(s): Dongmin MA   
About author:

* These authors contributed equally to this work.

Online First Date: 19 September 2022    Issue Date: 03 July 2023
 Cite this article:   
Chen GUO,Jiang GOU,Dongmin MA, et al. Adsorption and desorption behavior under coal–water–gas coupling conditions of high- and low-rank coal samples[J]. Front. Earth Sci., 2023, 17(1): 145-157.
 URL:  
https://academic.hep.com.cn/fesci/EN/10.1007/s11707-022-0980-7
https://academic.hep.com.cn/fesci/EN/Y2023/V17/I1/145
Fig.1  Diagram of experimental scheme.
Sample Coal seam Ro,max/% V/% I/% E/% M/% Mad/% Ad/% Vdaf/% FCad/%
ZJM (J2y) 4?2 0.61 55.90 43.20 0.50 0.50 3.40 6.47 44.75 49.92
SH (P1s) 3 3.04 88.12 8.75 0.00 3.13 1.09 11.37 8.02 80.64
Tab.1  Results of the maceral and proximate analysis
Sample Experiment number CA/(° ) Error/(° ) Injection volume/μL Average CA/(° )
ZJM 1 57.92 3.96 0.37 61.18
2 66.02 1.04 0.45
3 59.61 2.79 0.39
SH 1 99.30 1.58 0.43 92.40
2 88.35 2.27 0.43
3 89.50 1.64 0.33
Tab.2  Results of the CA tests
Fig.2  Images of contact angle tests.
Sample Diameter/mm Length/mm Volume/cm3 Dry weight/g 1 h-wet weight/g 8 h-wet weight/g
SH 25.78 60.54 31.60 47.64 48.14 48.71
ZJM 25.81 37.83 19.79 23.18 25.54 25.67
Sample 20 h-wet weight/g 32 h-wet weight/g 52 h-wet weight/g 100 h-wet weight/g Saturated wet weight/g
SH 49.22 49.50 49.64 49.70 49.83
ZJM 25.67 25.72 25.74 25.77 25.85
Tab.3  Sample parameters and data recording of NIE and saturation
Sample Porosity/%
1 h 8 h 20 h 32 h 52 h 100 h Saturated
SH 1.58 3.39 5.00 5.89 6.33 6.52 6.93
ZJM 11.92 12.58 12.58 12.83 12.93 13.09 13.49
Sample Saturation/%
1 h 8 h 20 h 32 h 52 h 100 h Saturated
SH 22.83 48.86 72.15 84.93 91.32 94.06 100.00
ZJM 88.39 93.26 93.26 95.13 95.88 97.00 100.00
Tab.4  Changes in porosity and saturation at different stages of NIE and saturation
Fig.3  NIE porosity and saturation evolution of coal samples.
Fig.4  NMR T2 spectra of coal samples after NIE and saturation.
Fig.5  Evolution of imbibition pore types of coal samples.
Fig.6  Slip correction of coal sample permeability.
Sample Pore volume /(cm3·g?1) Specific surface area/(m2·g?1) Volumetric median pore size/nm Specific surface area median pore size/nm Average pore size/nm Porosity /% Mercury withdrawal efficiency/%
ZJM 0.0917 40.939 11.65 4.90 8.96 9.74 59.60
SH 0.0262 18.151 6.63 4.10 5.77 3.13 97.62
Tab.5  Pore structure parameters of coal samples obtained from MIP
Fig.7  Mercury intrusion and extrusion curves of coal samples.
Fig.8  MIP pore size distribution of coal samples.
Sample Parameter Macropore Mesopore Transitional pore Micropore Total
ZJM Pore volume/(cm3·g?1) 0.0053 0.0142 0.0296 0.0427 0.0917
Proportion/% 5.77 15.45 32.24 46.55 100.00
SH Pore volume/(cm3·g?1) 0.0014 0.0000 0.0063 0.0184 0.0262
Proportion/% 5.52 0.00 24.10 70.38 100.00
Tab.6  Statistics of pore size distribution of coal samples
Sample Dry/% Equilibrium water/% Saturated water/%
ZJM 0 9.65 35.07
SH 0 6.99 28.79
Tab.7  Water content of coal samples for IADE in different states
Fig.9  Isothermal adsorption and desorption curves of coal samples.
Fig.10  Comparison of wettability and variation of adsorption/desorption constants of three water-bearing states between ZJM and SH samples.
Sample State V'/% P'/%
ZJM Dry 19.31 81.94
Equilibrium water 64.00 94.40
Saturated water 52.36 99.88
SH Dry ?7.48 2.04
Equilibrium water 17.58 76.27
Saturated water 13.82 64.83
Tab.8  Calculation results of desorption hysteresis constant
Fig.11  Schematic for quantitative calculation of desorption hysteresis (Wang et al., 2016).
Sample State Am At HI
ZJM Dry 37.32 56.90 0.66
Equilibrium water 24.19 34.62 0.70
Saturated water 42.93 43.19 0.99
SH Dry 22.66 43.12 0.53
Equilibrium water 44.16 71.78 0.62
Saturated water 33.68 72.75 0.46
Tab.9  Calculation results of desorption hysteresis area coefficient HI
Fig.12  Three-phase coupled adsorption–desorption mode for low- and high-rank coals.
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