4.5 Article

Performance Evaluation of an Anti Gas-Channeling System (Asphalt-Rigid Particle-Xanthan Gum) Applied in High-Temperature and High-Salinity Fractured Reservoir

Journal

ENERGIES
Volume 12, Issue 24, Pages -

Publisher

MDPI
DOI: 10.3390/en12244766

Keywords

high-temperature and high-salinity; gas channeling; asphalt; rigid particles; orthogonal experiment; anti gas-channeling system

Categories

Funding

  1. National Natural Science Foundation of China [51674208]
  2. Science and Technology Project of Nanchong Municipal [NC17SY4017]
  3. Open Fund of the State Key Laboratory of Molecular Engineering of Polymers (Fudan University) [K2017-25]
  4. State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation (Chengdu University of Technology) [PLC20180103]
  5. PetroChina Innovation Foundation [2018D-5007-0207]
  6. Science and Technology Planning Project of Sichuan Province [2018JY0515]
  7. Undergraduate Extracurricular Open Experiment of Southwest Petroleum University [KSZ18440, KSZ18442]

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Asphalt and rigid particles have been chosen as the main blocking agent for solving the anti gas-channeling in high-temperature and high-salinity reservoirs. Particle size range and the concentration of suspending agent were firstly determined, and the influence factors on bonding effect between two materials in the high-temperature environment were then studied. An orthogonal experiment involving three factors (the content of rigid particles and asphalt, and softening point) and four levels was designed to investigate the impact order of the three factors on anti gas-channeling performance, and the optimization scheme has been identified. Results showed that the importance sequence of the factors was C (rigid particles) > C (asphalt) > softening point. By verifying the optimization scheme, the plugging ratio of this agent can reach more than 86.24% for 2 mm fractured core in high-temperature and high-salinity environments. The system was evenly distributed in the internal fractures, occupied the fractures completely, and had a certain height of accumulation. The micromorphology observations of the optimal scheme showed that the softened asphalt demonstrated its 'amoeba' characteristic and bonded with the surrounding rigid particles. The asphalt filled in the pore which was formed by bridging rigid particles to guarantee the blocking layer did not collapse or was carried by high-pressure N-2-flow. This approach can potentially solve gas-channeling problems in reservoirs with serious environments.

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