Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 12, No. 45 (2018)

Investigation method of borehole collapse with the multi-field coupled model during drilling in clayey silt hydrate reservoirs

Author and affiliation details
  • Qingchao Li Corresponding author School of Petroleum Engineering, China University of Petroleum (East China), Qingdao, Shandong 266580, China. ORCID iD0000-0001-7373-4046 B16020053@s.upc.edu.cn
  • Yuanfang Cheng School of Petroleum Engineering, China University of Petroleum (East China), Qingdao, Shandong 266580, China.
  • Qiang Li School of Petroleum Engineering, China University of Petroleum (East China), Qingdao, Shandong 266580, China. ORCID iD0000-0001-7181-9919
  • Fuling Wang College of Science, China University of Petroleum (East China), Qingdao, Shandong 266580, China.
  • Chuang Zhang School of Petroleum Engineering, China University of Petroleum (East China), Qingdao, Shandong 266580, China.
  • Chuanliang Yan School of Petroleum Engineering, China University of Petroleum (East China), Qingdao, Shandong 266580, China.
DOI
10.3221/IGF-ESIS.45.07
Pages
86-99
Published

Abstract

The global reserves of natural gas hydrates are extremely abundant, which is attracting more and more scientists’ attention. However, hydrate reservoirs are usually clayey silt hydrate reservoirs with low strength, borehole collapse is a key issue during the drilling operation in these clayey silt hydrate reservoirs in the South China Sea. Therefore, investigation method exploration of borehole collapse simulation for wellbores drilled in hydrate-bearing sediments is of great importance for safely and efficiently developing hydrate in deep water. The finite element model coupled seepage, deformation and heat transfer is developed, and borehole collapse investigation during the overbalanced drilling operation in hydrate-bearing sediment is carried out. The results show that changes in temperature and/or pore pressure do not necessarily lead to the hydrate dissociation. For the investigation case, the temperature front reaches to the position of 35.72 cm from borehole within the near-wellbore area when the drilling operation lasted for 3 hours, but hydrate only dissociates for 17.94cm from the borehole, which is smaller than the temperature disturbance distance. Moreover, the applicability of the investigation method developed herein is verified by comparing the equivalent plastic strains obtained by the coupled model developed in this paper and the simplified model (which neglects the seepage and the heat transfer) respectively. All these results demonstrate that both the investigation method and the finite element model can be used for borehole stability simulation in hydrate-bearing sediments.

Keywords

Article history

  1. ReceivedUntil the next stage: 3 days
  2. Revision requestedUntil the next stage: 9 days
  3. RevisedUntil the next stage: 1 day
  4. AcceptedUntil the next stage: 16 days
  5. Published

How to cite

APA

Li, Q., Cheng, Y., Li, Q., Wang, F., Zhang, C., & Yan, C. (2018). Investigation method of borehole collapse with the multi-field coupled model during drilling in clayey silt hydrate reservoirs. Fracture and Structural Integrity, 12(45), 86–99. https://doi.org/10.3221/IGF-ESIS.45.07

IEEE

Q. Li, Y. Cheng, Q. Li, F. Wang, C. Zhang, and C. Yan, “Investigation method of borehole collapse with the multi-field coupled model during drilling in clayey silt hydrate reservoirs,” Fracture and Structural Integrity, vol. 12, no. 45, pp. 86–99, 2018, doi: 10.3221/IGF-ESIS.45.07.

MLA

Li, Qingchao, et al. “Investigation method of borehole collapse with the multi-field coupled model during drilling in clayey silt hydrate reservoirs.” Fracture and Structural Integrity, vol. 12, no. 45, 2018, pp. 86–99. https://doi.org/10.3221/IGF-ESIS.45.07.

Chicago

Li, Qingchao, Yuanfang Cheng, Qiang Li, Fuling Wang, Chuang Zhang, and Chuanliang Yan. 2018. “Investigation method of borehole collapse with the multi-field coupled model during drilling in clayey silt hydrate reservoirs.” Fracture and Structural Integrity 12 (45): 86–99. https://doi.org/10.3221/IGF-ESIS.45.07.

Harvard

Li, Q., Cheng, Y., Li, Q., Wang, F., Zhang, C. and Yan, C. (2018) ‘Investigation method of borehole collapse with the multi-field coupled model during drilling in clayey silt hydrate reservoirs’, Fracture and Structural Integrity, 12(45), pp. 86–99. doi: 10.3221/IGF-ESIS.45.07.

Vancouver

Li Q, Cheng Y, Li Q, Wang F, Zhang C, Yan C. Investigation method of borehole collapse with the multi-field coupled model during drilling in clayey silt hydrate reservoirs. Fracture and Structural Integrity. 2018;12(45):86-99. doi:10.3221/IGF-ESIS.45.07

BibTeX

@article{li2018, author = {Li, Qingchao and Cheng, Yuanfang and Li, Qiang and Wang, Fuling and Zhang, Chuang and Yan, Chuanliang}, title = {Investigation method of borehole collapse with the multi-field coupled model during drilling in clayey silt hydrate reservoirs}, journal = {Fracture and Structural Integrity}, year = {2018}, volume = {12}, number = {45}, pages = {86--99}, doi = {10.3221/IGF-ESIS.45.07}, url = {https://doi.org/10.3221/IGF-ESIS.45.07}, issn = {1971-8993} }

RIS

TY - JOUR AU - Li, Qingchao AU - Cheng, Yuanfang AU - Li, Qiang AU - Wang, Fuling AU - Zhang, Chuang AU - Yan, Chuanliang TI - Investigation method of borehole collapse with the multi-field coupled model during drilling in clayey silt hydrate reservoirs JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2018 DA - 2018/06/16 VL - 12 IS - 45 SP - 86 EP - 99 DO - 10.3221/IGF-ESIS.45.07 UR - https://doi.org/10.3221/IGF-ESIS.45.07 SN - 1971-8993 ER -

Licence

Copyright © 2018 Qingchao Li, Yuanfang Cheng, Qiang Li, Fuling Wang, Chuang Zhang, Chuanliang Yan.

Copyright 
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