Petroleum Reservoir Evaluation and Development ›› 2021, Vol. 11 ›› Issue (5): 709-715.doi: 10.13809/j.cnki.cn32-1825/te.2021.05.007
• Offshore Oil andGas Exploration and Development • Previous Articles Next Articles
TANG Mingguang(),LIU Qinghua,XUE Guoqing,ZHANG Jiqiang,LU Ruibin
Received:
2020-11-25
Online:
2021-10-12
Published:
2021-10-26
CLC Number:
Mingguang TANG,Qinghua LIU,Guoqing XUE, et al. Key parameter limits of water injection quality in offshore low permeability reservoir: A case study of Liushagang Formation in Weizhou 11-4N Oilfield[J]. Petroleum Reservoir Evaluation and Development, 2021, 11(5): 709-715.
Table 1
Basic data and results of cores used in constant velocity mercury injection experiments"
区块 | 岩心 编号 | 井号 | 层位 | 深度(m) | 渗透率 (10-3 μm2) | 孔隙度(%) | 最大喉道半径(μm) | 平均喉道半径(μm) | 主流喉道半径(μm) | 相对分选 系数 | 均质 系数 |
---|---|---|---|---|---|---|---|---|---|---|---|
WZ11-4N | 17-2 | WZ11-4N-6 | L1Ⅳ | 2 211.6 | 2.77 | 12.5 | 5.0 | 1.629 | 1.288 | 0.534 | 0.279 |
20-2 | WZ11-4N-6 | L1Ⅴ | 2 224.0 | 78.40 | 20.0 | 7.2 | 5.471 | 5.085 | 0.245 | 0.737 | |
5-1 | WZ11-4N-6 | L1Ⅳ | 2 220.5 | 30.28 | 14.7 | 7.1 | 2.735 | 2.455 | 0.509 | 0.335 | |
WZ11-7 | 26-1 | WZ11-7-1 | L1Ⅳ | 2 508.0 | 0.46 | 12.2 | 3.0 | 1.134 | 0.975 | 0.377 | 0.351 |
24-2 | WZ11-7-2Sa | L1Ⅴ | 2 532.5 | 1.47 | 13.2 | 5.0 | 1.591 | 1.115 | 0.505 | 0.278 | |
22-2 | WZ11-7-2Sa | L1Ⅴ | 2 537.3 | 296.60 | 23.9 | 14.6 | 11.419 | 10.395 | 0.255 | 0.757 | |
WZ11-8 | 8-2 | WZ11-8-2 | L3Ⅰ | 2 985.0 | 1.67 | 10.3 | 3.6 | 1.524 | 1.284 | 0.474 | 0.376 |
9-2 | WZ11-8-2 | L3Ⅰ | 2 987.5 | 0.14 | 9.8 | 1.5 | 0.781 | 0.651 | 0.345 | 0.490 | |
12-1 | WZ11-8-2 | L3Ⅰ | 3 003.4 | 0.80 | 10.1 | 3.0 | 0.923 | 0.692 | 0.536 | 0.263 |
Table 3
Basic data of cores in suspended particle size/concentration experiments"
类型 | 区块 | 样品编号 | 井号 | 层位 | 深度(m) | 渗透率(10-3 μm2) | 孔隙度(%) |
---|---|---|---|---|---|---|---|
不同粒径 | WZ11-4N | 5-1 | 11-4N-6 | L1Ⅳ | 2 220.5 | 30.28 | 14.7 |
WZ11-7 | 22-2 | 11-7-2SA | L1Ⅳ | 2 537.3 | 296.62 | 23.9 | |
WZ11-8 | 8-2 | 11-8-2 | L3Ⅰ | 2 985.0 | 1.67 | 10.3 | |
不同质量浓度 | WZ11-4N | 20-2 | 11-4N-6 | L1Ⅴ | 2 224.0 | 78.40 | 20.0 |
WZ11-7 | 22-1 | 11-7-2SA | L1Ⅳ | 2 537.3 | 234.51 | 24.0 | |
WZ11-8 | 08-3 | 11-8-2 | L3Ⅰ | 2 985.0 | 1.03 | 10.3 |
Table 4
Mathematical models of water quality damage and productivity"
渗透率 (10-3 μm2) | 不同水质伤害数学模型 | 不同水质产能损失幅度数学模型 | |||
---|---|---|---|---|---|
不同颗粒粒径 | 不同颗粒质量浓度 | 不同颗粒粒径 | 不同颗粒质量浓度 | ||
1 | K = -2.210r2 + 25.29r + 3.987 | K= -1.130c2 + 20.01c + 0.629 | Q=f(k),K=f(r) | Q=f(k),K=f(c) | |
50 | K= -1.838r2 + 16.56r + 2.011 | K= -0.737c2 + 13.77c + 0.767 | Q=f(k),K=f(r) | Q=f(k),K=f(c) | |
250 | K= -0.555r2 + 6.028r + 1.430 | K= -0.395c2 + 8.829c + 0.524 | Q=f(k),K=f(r) | Q=f(k),K=f(c) |
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