Utilizing Differences in Mercury Injection Capillary Pressure and Nuclear Magnetic Resonance Pore Size Distributions for Enhanced Rock Quality Evaluation: A Winland-Style Approach with Physical Meaning
<p>The discrepancy between MICP and NMR methods schematic diagram.</p> "> Figure 2
<p>Rock samples: (<b>a</b>) sandstone S1-1; (<b>b</b>) shale H3-5.</p> "> Figure 3
<p>The process of rock quality evaluation.</p> "> Figure 4
<p>The T<sub>2</sub> relaxation time distribution spectrum of Tuha sandstone.</p> "> Figure 5
<p>The T<sub>2</sub> relaxation time distribution spectrum of Hechuan shale.</p> "> Figure 6
<p>The cumulative frequency distribution of NMR and MICP (S1-1 and H3-5).</p> "> Figure 7
<p>Fitting-related parameters of conversion from NMR T<sub>2</sub> to pore radius (S1-1 and H3-5).</p> "> Figure 8
<p>A comparison of pore throat size distributions in sandstone S1-1 as determined via NMR and MICP measurements.</p> "> Figure 9
<p>MICP schematic diagram: (<b>a</b>) MICP underestimates large pore porosity, (<b>b</b>) MICP overestimates small pore porosity.</p> "> Figure 10
<p>A comparison of pore-throat size distributions in sandstone as determined by NMR and MICP measurements: (<b>a</b>) S1-2, (<b>b</b>) S1-3, (<b>c</b>) S1-4, (<b>d</b>) S2-5, (<b>e</b>) S2-6, (<b>f</b>) S2-7, and (<b>g</b>) S2-8.</p> "> Figure 11
<p>A comparison of pore throat size distributions in shale H3-5 as determined via NMR and MICP measurements.</p> "> Figure 12
<p>A comparison of pore-throat size distributions in shale as determined by NMR and MICP methods: (<b>a</b>) H1-1, (<b>b</b>) H1-2, (<b>c</b>) H2-3, (<b>d</b>) H2-4, (<b>e</b>) H3-6, (<b>f</b>) H4-7, and (<b>g</b>) H4-8.</p> "> Figure 13
<p>The cumulative frequency distribution by NMR and MICP (S1-1).</p> "> Figure 14
<p>Porosity–permeability graph merged with the r35 technique of Winland.</p> "> Figure 15
<p>The relationship between r<sub>35</sub>, K<sub>a</sub>, and Φ: (<b>a</b>) sandstone and (<b>b</b>) shale.</p> "> Figure 16
<p>The relationship between F<sub>rc</sub>, K<sub>a</sub>, and Φ: (<b>a</b>) sandstone and (<b>b</b>) shale.</p> "> Figure 16 Cont.
<p>The relationship between F<sub>rc</sub>, K<sub>a</sub>, and Φ: (<b>a</b>) sandstone and (<b>b</b>) shale.</p> ">
Abstract
:1. Introduction
2. Materials and Techniques
2.1. Rock Samples
2.2. Experimental Setups
2.3. Experimental Procedures
2.3.1. Permeability and Porosity Measurements
2.3.2. NMR and MICP Measurements
- (1)
- All samples underwent an extensive cleaning process using Dean–Stark apparatus. After cleaning, the core samples were dried at 80 °C for 72 h. The status of the heated samples was ascertained using the T2 relaxation time distribution spectrum. If the T2 signal intensity is high, an additional 72 h of vacuum heating is required until the T2 signal intensity becomes constant.
- (2)
- After confirming that the rock core is thoroughly cleaned, a piece is cut for the MICP experiment with a thickness of 2 cm. The experimental maximum injection pressure is selected based on the lithology. The compressive strength of tight sandstone is usually higher than that of shale. Therefore, we have set the maximum injection pressure for tight sandstone and shale at 200 MPa and 100 MPa, respectively.
- (3)
- The clean rock core is placed in a container and subjected to evacuation treatment for 24 h. Subsequently, simulated formation brine is injected into the container, and the pressure is gradually increased to 60 MPa using the step-wise pressure build-up method [48] at a rate of 5 MPa/h. Water porosity is compared with helium porosity to confirm full saturation of the rock core (with an error of less than 2% [49]). The T2 relaxation time distribution spectrum of the rock sample is then measured.
- (4)
- Based on the cumulative frequency distribution from both MICP and the NMR T2 relaxation time distribution spectrum, translate the T2 relaxation times into a pore size distribution.
2.3.3. NMR Pore Size Distribution Calibration
3. Result and Discussion
3.1. T2 Relaxation Time Distribution Spectrum
3.2. NMR Pore Size Distribution
3.3. Comparative Analysis of Sandstone Pore Throat Distributions
3.4. Comparative Analysis of Shale Pore Throat Distributions
3.5. Correlation of Rock Core Physical Properties
4. Conclusions
- (1)
- In MICP experiments, excessive mercury injection pressures might damage the integrity of the rock’s pore structure, particularly affecting smaller pore sizes and thereby constraining its applicability in micro-pore analysis. Conversely, NMR offers a non-destructive approach to pore structure detection, presenting a distinct advantage in the identification and characterization of micro-pores;
- (2)
- The heterogeneity of shale and tight sandstone has a noticeable impact on the results obtained from the MICP method. In heterogeneous rocks where large pores are connected to small throats, MICP might overestimate the proportion of small throats and underestimate that of large throats. Due to NMR’s ability to detect all pores containing hydrogen-bearing fluids, it more accurately reflects the rock’s pore distribution;
- (3)
- In shale, specific signals in NMR are provided by kerogen, asphaltene, and bound water. These signals predominantly appear in the region of smaller pore sizes, potentially causing NMR to overestimate the proportion of these small pores;
- (4)
- Based on the Winland r35 method, by integrating information from both NMR and MICP measurements, we established the Winland Frc method. This approach surpasses the fitting accuracy of the traditional Winland method. It represents a potential high-precision, comprehensive tool for rock quality analysis, enhancing the precision of analysis and offering a novel perspective for an in-depth understanding of rock properties.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
Nomenclature
T2S | The surface relaxation time, ms |
T2D | The diffusion relaxation time, ms |
T2B | The bulk relaxation time, ms |
ρ2 | The transverse relaxation rate, μm/ms |
S/V | The specific surface area of a single pore, μm2/μm3 |
FS | The pore shape factor, dimensionless |
R | The pore radius, μm |
C | The conversion coefficient, dimensionless |
rc | Controlled throat radius, μm |
Frc | The volume controlled by pore throat rc, % |
r35 | The radius corresponding to the point at which mercury intrusion volume reaches 35% of the total pore volume, μm |
Ka | The absolute permeability, mD |
Φ | The porosity of the core, % |
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Author | Porous Media Type | Crosspoint | Overestimated Part |
---|---|---|---|
Marschal et al. [29] | Shaly sandstone | 170 ms | 100~170 ms |
Robin et al. [30] | Carbonate | 1300 ms | 700~1300 ms |
Hugh and Andrew [31] | Sandstone | 0.25 μm | 0.11~0.25 μm |
Sidney [32] | Wood’s metal | 9 μm | 0.05~9 μm |
Hongjun et al. [33] | Tight sandstone | 0.4 μm | 0.1~0.4 μm |
Well Number | Samples | Length (mm) | Diameter (mm) | Volume (mL) | Helium Porosity (%) | Permeability (mD) | Lithology |
---|---|---|---|---|---|---|---|
S1 | 1 | 87.01 | 24.40 | 40.69 | 14.98 | 1.06 | Sandstone |
2 | 71.52 | 24.50 | 33.72 | 13.74 | 3.06 | Conglomerate sandstones | |
3 | 57.78 | 24.55 | 27.35 | 14.61 | 8.20 | ||
4 | 53.14 | 24.45 | 24.95 | 14.81 | 5.86 | ||
S2 | 5 | 72.10 | 24.55 | 34.13 | 13.90 | 1.83 | Sandstone |
6 | 72.10 | 24.50 | 33.99 | 13.66 | 1.20 | ||
S3 | 7 | 72.53 | 24.52 | 34.25 | 15.75 | 2.37 | |
8 | 67.10 | 24.45 | 31.50 | 15.88 | 1.29 | ||
H1 | 1 | 56.30 | 25.11 | 27.88 | 5.49 | 0.0471 | Shale |
2 | 53.31 | 25.11 | 26.40 | 6.16 | 0.0371 | ||
H2 | 3 | 40.49 | 25.40 | 20.52 | 6.51 | 0.0065 | |
4 | 39.94 | 25.47 | 20.35 | 6.04 | 0.0141 | ||
H3 | 5 | 40.49 | 25.43 | 20.57 | 11.02 | 0.0753 | |
6 | 41.83 | 25.37 | 21.15 | 6.97 | 0.0344 | ||
H4 | 7 | 32.50 | 25.40 | 16.47 | 6.51 | 0.0399 | |
8 | 32.80 | 25.40 | 16.62 | 5.91 | 0.0177 |
Well Number | Samples | Saturation of MICP (%) | C | n | R2 |
---|---|---|---|---|---|
S1 | 1 | 93.194 | 0.0197 | 1.0121 | 0.9059 |
2 | 85.503 | 0.0112 | 0.8718 | 0.9951 | |
3 | 78.665 | 0.0129 | 0.7945 | 0.9950 | |
4 | 81.174 | 0.0179 | 0.8916 | 0.9878 | |
S2 | 5 | 92.531 | 0.0261 | 1.0490 | 0.9475 |
6 | 88..878 | 0.0231 | 1.0635 | 0.9498 | |
S3 | 7 | 89.929 | 0.0179 | 0.9565 | 0.9157 |
8 | 92.171 | 0.0213 | 1.0685 | 0.9447 | |
H1 | 1 | 94.802 | 0.0281 | 1.3238 | 0.8993 |
2 | 93.544 | 0.0245 | 1.4426 | 0.8858 | |
H2 | 3 | 59.246 | 0.0192 | 1.3348 | 0.8872 |
4 | 79.073 | 0.0204 | 1.3472 | 0.9088 | |
H3 | 5 | 83.450 | 0.0086 | 1.0868 | 0.8859 |
6 | 89.400 | 0.0173 | 1.2396 | 0.8662 | |
H4 | 7 | 83.649 | 0.0227 | 1.3416 | 0.8995 |
8 | 75.774 | 0.0207 | 1.2822 | 0.8448 |
Well Number | Samples | Helium Porosity (%) | Permeability (mD) | rc (μm) | r35 (μm) | Frc (%) |
---|---|---|---|---|---|---|
S1 | 1 | 14.98 | 1.06 | 1.2048 | 0.2035 | 4.9107 |
2 | 13.74 | 3.06 | 1.5758 | 0.4464 | 7.1410 | |
3 | 14.61 | 8.20 | 1.2340 | 0.5160 | 11.2015 | |
4 | 14.81 | 5.86 | / | / | / | |
S2 | 5 | 13.90 | 1.83 | 2.0965 | 0.6010 | 4.1977 |
6 | 13.66 | 1.20 | 1.5316 | 0.4525 | 3.8504 | |
S3 | 7 | 15.75 | 2.37 | 1.7845 | 0.4321 | 5.4742 |
8 | 15.88 | 1.29 | 1.3765 | 0.3388 | 3.0388 | |
H1 | 1 | 5.49 | 0.0471 | 0.3938 | 0.2034 | 9.8615 |
2 | 6.16 | 0.0371 | 0.3662 | 0.1830 | 8.9962 | |
H2 | 3 | 6.51 | 0.0065 | 0.1417 | 0.0226 | 6.0439 |
4 | 6.04 | 0.0141 | 0.2388 | 0.2581 | 6.4697 | |
H3 | 5 | 11.02 | 0.0753 | 0.3586 | 0.1970 | 8.8264 |
6 | 6.97 | 0.0344 | 0.2707 | 0.0758 | 8.9040 | |
H4 | 7 | 6.51 | 0.0399 | 0.3161 | 0.1665 | 9.2728 |
8 | 5.91 | 0.0177 | 0.2028 | 0.1535 | 8.6696 |
Lithology | Tuha Sandstone | Hechuan Shale |
---|---|---|
A1 | 2.2573 | 0.2795 |
B1 | 0.1727 | 0.6397 |
C1 | −2.3085 | −0.1437 |
R2 (r35) | 0.4571 | 0.8003 |
(r35) | 0.1857 | 0.7204 |
A2 | 1.2527 | 1.5502 |
B2 | 0.5548 | 0.2316 |
C2 | −0.6095 | −0.327 |
R2 (Frc) | 0.9267 | 0.8711 |
(Frc) | 0.8900 | 0.8195 |
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Gu, Z.; Wang, S.; Guo, P.; Zhao, W. Utilizing Differences in Mercury Injection Capillary Pressure and Nuclear Magnetic Resonance Pore Size Distributions for Enhanced Rock Quality Evaluation: A Winland-Style Approach with Physical Meaning. Appl. Sci. 2024, 14, 1881. https://doi.org/10.3390/app14051881
Gu Z, Wang S, Guo P, Zhao W. Utilizing Differences in Mercury Injection Capillary Pressure and Nuclear Magnetic Resonance Pore Size Distributions for Enhanced Rock Quality Evaluation: A Winland-Style Approach with Physical Meaning. Applied Sciences. 2024; 14(5):1881. https://doi.org/10.3390/app14051881
Chicago/Turabian StyleGu, Zheng, Shuoshi Wang, Ping Guo, and Wenhua Zhao. 2024. "Utilizing Differences in Mercury Injection Capillary Pressure and Nuclear Magnetic Resonance Pore Size Distributions for Enhanced Rock Quality Evaluation: A Winland-Style Approach with Physical Meaning" Applied Sciences 14, no. 5: 1881. https://doi.org/10.3390/app14051881
APA StyleGu, Z., Wang, S., Guo, P., & Zhao, W. (2024). Utilizing Differences in Mercury Injection Capillary Pressure and Nuclear Magnetic Resonance Pore Size Distributions for Enhanced Rock Quality Evaluation: A Winland-Style Approach with Physical Meaning. Applied Sciences, 14(5), 1881. https://doi.org/10.3390/app14051881