Petroleum Reservoir Evaluation and Development ›› 2025, Vol. 15 ›› Issue (2): 300-309.doi: 10.13809/j.cnki.cn32-1825/te.2025.02.015
• Engineering Techniques • Previous Articles Next Articles
LIN Weiqiang1(), CONG Peng2, WANG Hong1, WEI Zichen1, YANG Yuntian1, YAO Zhiqiang2, QU Lili3, MA Limin2, WANG Fanglu2
Received:
2024-06-05
Online:
2025-04-01
Published:
2025-04-26
CLC Number:
LIN Weiqiang,CONG Peng,WANG Hong, et al. Application and discussion of geological guidance technology for deep coalbed methane horizontal wells: A case study of block X in Shenmu gas field, Ordos Basin[J]. Petroleum Reservoir Evaluation and Development, 2025, 15(2): 300-309.
Table 1
Statistical summary of drilling encounters for deep coalbed methane horizontal wells in block X of Shenmu gas field"
井型 | 层位 | 井别 | 井号 | 水平段长度/m | 煤层长度/m | 煤层钻遇率/% | 平均气测全烃/% |
---|---|---|---|---|---|---|---|
水平井 | 本溪组8号煤层 | 风险探井 | SM-X-H1 | 2 211 | 1 556 | 70.4 | 65.1 |
预探井 | SM-X-H2 | 1 273 | 1 251 | 98.3 | 75.1 | ||
SM-X-H3 | 1 264 | 1 216 | 96.2 | 88.6 | |||
先导试验井 | SM-X-H4 | 1 574 | 1 574 | 100.0 | 79.3 | ||
SM-X-H5 | 1 482 | 1 307 | 88.2 | 72.2 | |||
SM-X-H6 | 1 043 | 974 | 93.4 | 89.9 | |||
SM-X-H7 | 1 634 | 1 634 | 100.0 | 93.5 | |||
SM-X-H8 | 1 609 | 1 603 | 99.6 | 70.6 | |||
SM-X-H9 | 1 550 | 1 550 | 100.0 | 75.8 | |||
SM-X-H10 | 1 514 | 1 462 | 96.6 | 89.9 | |||
SM-X-H11 | 1 430 | 1 376 | 96.2 | 85.1 | |||
评价井 | SM-X-H12 | 1 243 | 1 144 | 92.0 | 90.5 | ||
SM-X-H13 | 1 253 | 1 253 | 100.0 | 68.6 | |||
SM-X-H14 | 977 | 952 | 97.4 | 90.2 | |||
平均 | 1 433 | 1 347 | 94.0 | 81.0 |
Table 2
Statistical summary of production performance of deep coalbed methane horizontal wells in block X of Shenmu gas field"
井号 | 投产时间 | 镜质体反射率/% | 煤层长度/m | 试产气量/104 m3 | 目前套压/MPa | 目前产气量/104 m3 | 目前产水量/m3 | 累产气量/104 m3 |
---|---|---|---|---|---|---|---|---|
合计 | 16.43 | 24.8 | 5 829.17 | |||||
SM-X-H1 | 2022-11 | 1.8 | 1 556 | 8.16 | 1.72 | 2.22 | 3.5 | 1 879.55 |
SM-X-H2 | 2023-04 | 1.8 | 1 251 | 12.47 | 5.42 | 6.17 | 8.3 | 2 452.29 |
SM-X-H3 | 2023-10 | 1.6 | 1 216 | 6.67 | 5.06 | 8.04 | 13.0 | 1 497.33 |
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