An Analytical Model Coupled with Orthogonal Experimental Design Is Used to Analyze the Main Controlling Factors of Multi-Layer Commingled Gas Reservoirs
Abstract
:1. Introduction
2. Mathematical Model
2.1. Establishment of Constant Production Mathematical Model
2.2. Laplace Solution of Constant Production Equation
2.3. Real-Time Domain Solution of Constant Production Problem
3. Results and Discussion
3.1. Effect of Dimensionless Parameters on Layered Contribution Rate
3.1.1. Storage Coefficient
3.1.2. Permeability Coefficient
3.1.3. Dimensionless Initial Pressure
3.2. Case Example Analysis of Changqing Oil Field
3.2.1. Effect of Formation Parameters on Layered Contribution Rate
- 1
- Effect of permeability on layered contribution rate.
- 2
- Effect of initial pressure on layered contribution rate.
- 3
- Effect of porosity on layered contribution rate.
- 4
- Effect of formation thickness on layered contribution rate.
- 5
- Effect of drainage radius on layered contribution rate.
3.2.2. Multi-Factor Sensitivity Analysis
- 1
- Orthogonal experiment design.
- 2
- Range analysis of orthogonal test results.
- 3
- Variance analysis of Orthogonal test results.
4. Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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Level | Thickness (m) | Permeability (10−3 μm2) | Porosity (%) | Initial Pressure (MPa) | Drainage Radius (m) |
---|---|---|---|---|---|
1 | 2 | 2 | 8 | 17.80 | 100 |
2 | 4 | 4 | 9 | 17.84 | 200 |
3 | 6 | 6 | 10 | 17.88 | 300 |
4 | 8 | 8 | 11 | 17.92 | 400 |
5 | 10 | 10 | 12 | 17.96 | 500 |
Thickness (m) | Porosity (%) | Initial Pressure (MPa) | Drainage Radius (m) | Permeability (10−3 μm2) | ||||
---|---|---|---|---|---|---|---|---|
2 | 8 | 17.80 | 100 | 2 | 4 | 6 | 8 | 10 |
Thickness (m) | Porosity (%) | Permeability (10−3 μm2) | Drainage Radius (m) | Initial Pressure (MPa) | ||||
---|---|---|---|---|---|---|---|---|
2 | 8 | 6 | 100 | 17.8 | 17.84 | 17.88 | 17.92 | 17.96 |
Thickness (m) | Initial Pressure (MPa) | Permeability (10−3 μm2) | Drainage Radius (m) | Porosity (%) | ||||
---|---|---|---|---|---|---|---|---|
2 | 17.8 | 6 | 100 | 8 | 9 | 10 | 11 | 12 |
Porosity (%) | Initial Pressure (MPa) | Permeability (10−3 μm2) | Drainage Radius (m) | Thickness (m) | ||||
---|---|---|---|---|---|---|---|---|
8 | 17.8 | 6 | 100 | 2 | 4 | 6 | 8 | 10 |
Porosity (%) | Initial Pressure (MPa) | Permeability (10−3 μm2) | Thickness (m) | Drainage Radius (m) | ||||
---|---|---|---|---|---|---|---|---|
8 | 17.8 | 6 | 100 | 100 | 200 | 300 | 400 | 500 |
The Case | Thickness (m) | Permeability (10−3 μm2) | Porosity (%) | Initial Pressure (MPa) | Drainage Radius (m) | Production Contribution |
---|---|---|---|---|---|---|
1 | 2 | 2 | 8 | 17.8 | 100 | 6.74% |
2 | 2 | 4 | 9 | 17.84 | 200 | 54.53% |
3 | 2 | 6 | 10 | 17.88 | 300 | 24.67% |
4 | 2 | 8 | 11 | 17.92 | 400 | 31.18% |
5 | 2 | 10 | 12 | 17.96 | 500 | 36.56% |
6 | 4 | 2 | 9 | 17.88 | 400 | 20.21% |
7 | 4 | 4 | 10 | 17.92 | 500 | 32.87% |
8 | 4 | 6 | 11 | 17.96 | 100 | 18.59% |
9 | 4 | 8 | 12 | 17.8 | 200 | 40.24% |
10 | 4 | 10 | 8 | 17.84 | 300 | 46.90% |
11 | 6 | 2 | 10 | 17.96 | 200 | 26.84% |
12 | 6 | 4 | 11 | 17.8 | 300 | 41.26% |
13 | 6 | 6 | 12 | 17.84 | 400 | 51.32% |
14 | 6 | 8 | 08 | 17.88 | 500 | 57.22% |
15 | 6 | 10 | 09 | 17.92 | 100 | 20.31% |
16 | 8 | 2 | 11 | 17.84 | 500 | 33.86% |
17 | 8 | 4 | 12 | 17.88 | 100 | 31.09% |
18 | 8 | 6 | 8 | 17.92 | 200 | 49.14% |
19 | 8 | 8 | 9 | 17.96 | 300 | 61.67% |
20 | 8 | 10 | 10 | 17.8 | 400 | 67.88% |
21 | 10 | 2 | 12 | 17.92 | 300 | 39.30% |
22 | 10 | 4 | 8 | 17.96 | 400 | 54.40% |
23 | 10 | 6 | 9 | 17.8 | 500 | 63.31% |
24 | 10 | 8 | 10 | 17.84 | 100 | 29.62% |
25 | 10 | 10 | 11 | 17.88 | 200 | 63.96% |
Level | Thickness | Permeability | Porosity | Initial Pressure | Drainage Radius | |
---|---|---|---|---|---|---|
k value | 1 | 0.3074 | 0.2539 | 0.4288 | 0.4389 | 0.2127 |
2 | 0.3176 | 0.4283 | 0.4401 | 0.4325 | 0.4694 | |
3 | 0.3939 | 0.4141 | 0.3638 | 0.3943 | 0.4276 | |
4 | 0.4873 | 0.4399 | 0.3777 | 0.3456 | 0.4500 | |
5 | 0.5012 | 0.4712 | 0.3970 | 0.3961 | 0.4476 | |
Range R | 0.1938 | 0.2173 | 0.0763 | 0.0933 | 0.2567 | |
Ranking of impact degree | 3 | 2 | 5 | 4 | 1 |
Sources of Variance | Degrees of Freedom | Deviation Sum of Squares | Variance | F Value | p Value | Degree of Significance |
---|---|---|---|---|---|---|
Thickness | 4 | 0.16623 | 0.041557 | 2.84 | 0.168 | * |
permeability | 4 | 0.14495 | 0.036237 | 2.48 | 0.200 | * |
Porosity | 4 | 0.02121 | 0.005304 | 0.36 | 0.825 | Δ |
Initial pressure | 4 | 0.02781 | 0.006953 | 0.48 | 0.755 | Δ |
Drainage radius | 4 | 0.22711 | 0.056778 | 3.89 | 0.108 | * |
Error | 4 | 0.05843 | 0.014607 |
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Wang, L.; Xiang, Y.; Tao, H.; Kuang, J. An Analytical Model Coupled with Orthogonal Experimental Design Is Used to Analyze the Main Controlling Factors of Multi-Layer Commingled Gas Reservoirs. Water 2023, 15, 3052. https://doi.org/10.3390/w15173052
Wang L, Xiang Y, Tao H, Kuang J. An Analytical Model Coupled with Orthogonal Experimental Design Is Used to Analyze the Main Controlling Factors of Multi-Layer Commingled Gas Reservoirs. Water. 2023; 15(17):3052. https://doi.org/10.3390/w15173052
Chicago/Turabian StyleWang, Lei, Yangyue Xiang, Hongyan Tao, and Jiyang Kuang. 2023. "An Analytical Model Coupled with Orthogonal Experimental Design Is Used to Analyze the Main Controlling Factors of Multi-Layer Commingled Gas Reservoirs" Water 15, no. 17: 3052. https://doi.org/10.3390/w15173052