余莉, 韩子豪, 何计彬, 等. 2023. 泥质水合物储层防砂砾石的渗透损伤试验研究[J]. 工程地质学报, 31(6): 2041-2050. doi: 10.13544/j.cnki.jeg.2021-0575.
    引用本文: 余莉, 韩子豪, 何计彬, 等. 2023. 泥质水合物储层防砂砾石的渗透损伤试验研究[J]. 工程地质学报, 31(6): 2041-2050. doi: 10.13544/j.cnki.jeg.2021-0575.
    Yu Li, Han Zihao, He Jibin, et al. 2023. Experimental study on permeability damage of sand control gravel in muddy hydrate reservoir[J]. Journal of Engineering Geology, 31(6): 2041-2050. doi: 10.13544/j.cnki.jeg.2021-0575.
    Citation: Yu Li, Han Zihao, He Jibin, et al. 2023. Experimental study on permeability damage of sand control gravel in muddy hydrate reservoir[J]. Journal of Engineering Geology, 31(6): 2041-2050. doi: 10.13544/j.cnki.jeg.2021-0575.

    泥质水合物储层防砂砾石的渗透损伤试验研究

    EXPERIMENTAL STUDY ON PERMEABILITY DAMAGE OF SAND CONTROL GRAVEL IN MUDDY HYDRATE RESERVOIR

    • 摘要: 针对高泥质水合物储层,其分解过程中会产生大量的游离砂,在气-液渗流作用下发生运移,容易导致砾石充填防砂介质渗透性降低,即渗透损伤,使得产能下降并影响防砂砾石层的长期有效性。为了探究防砂砾石在不同影响因素下的渗透损伤情况,本文采用混合正交试验,通过自行研制的阻砂试验系统进行不同储层含水量、试验压力和砾石规格的阻砂试验并测量试验前后防砂介质的渗透系数,观察阻砂试验现象和分析渗流规律和渗透损伤规律。结果表明,由于粉细砂的运移,防砂砾石层经历由通到堵再到通的过程,因此阻砂试验渗流分为4个阶段:初期渗流阶段(无堵塞)→稳定渗流阶段(逐渐堵塞)→气、液渗流阶段(突然疏通)→气体渗流阶段(通);储层含水量、试验压力和砾石粒径较大时,储层中的粉细砂运移更容易,出砂情况更为严重,砾石防砂层的渗透损伤较严重,但储层含水量大于125%时,渗透损伤比反而下降;影响渗透损伤程度大小排序为:砾石规格>试验压力>储层含水量,砾石规格对防砂介质渗透损伤的影响为主控因素,最佳砾石中值比D50/d50为23.6,有利于防砂和产气,研究结果为砾石充填的防砂介质渗透损伤研究提供参考。

       

      Abstract: A large amount of free sand is produced during the decomposition of high muddy hydrate reservoir, which will be migrated under the action of gas-liquid seepage. It is easy to lead to the decrease of permeability of gravel packing sand control media, namely permeability damage. Due to permeability damage, productivity is reduced and the long-term effectiveness of sand control gravel is affected. In order to explore the permeability damage of sand control gravel under different influencing factors, we used mixed orthogonal test to conduct sand retention test with different reservoir water contents, test pressure and gravel specifications. We measured the permeability coefficient of sand control medium before and after the test. We observed the phenomenon of sand blocking test and analyzed the law of seepage and permeability damage. The results show the follows. Due to the migration of fine sand, the sand control gravel layer experiences the process from through to blocking and then to through. The seepage of sand resistance test can be divided into four stages: the initial seepage stage(no blockage) to the stable seepage stage(gradual blockage), then to the gas-liquid seepage stage(suddenly dredging), and finally to the gas seepage stage(slight blockage). When the reservoir water content, test pressure and gravel particle size are large, the migration of fine sand in the reservoir is easier. Sand production is more serious, gravel sand control layer seepage damage is more serious. It is worth noting that the permeability damage ratio decreases when the reservoir water content is greater than 125%. The influence degree of permeability damage by different factors is the gravel size of the highest, the test pressure of the second, and the reservoir water content of the third. The influence of gravel size on medium permeability damage is the main factor. The optimal gravel median ratio D50/d50 is 23.6, which is conducive to sand control and gas production. The research results provide a reference for the study of permeability damage of gravel filling sand control medium.

       

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