含夹层盐岩储库双井水平造腔模拟实验

Simulation experiment of two‑well horizontal salt cavern construction for energy storage in bedded salt

  • 摘要: 【目的】中国正大规模建设盐岩储库用于天然气储存、压缩空气储能及储氢,但常规单井造腔技术在层状盐层中建库存在局限性,水平井造腔技术适用于在有限厚度盐层内建设大型储库,应用前景良好。然而,目前对含夹层水平腔体扩展规律与参数影响的认识尚不充分。【方法】通过制备含泥岩夹层的复合盐岩试样,搭建水平造腔物理模拟实验平台,开展了5组不同夹层条件、注水流量、倒井周期及井间距下的造腔实验,通过定时记录盐腔形态扩展,利用三维扫描技术获取腔体模型,分析了夹层等因素对水平腔体扩展模式与造腔速率的影响。【结果】通过对实验过程腔体形态及最终腔体模型分析可知:夹层具有阻滞上溶促进腔体横向扩展的效应,夹层之下水平段腔体高度相比纯盐岩更均匀;由于夹层难溶,含夹层试样平均造腔速率相比纯盐岩下降8.5%。夹层垮塌后不溶物质沉积至盐腔底部,导致腔内有效储气空间体积降低,下部夹层垮落使腔内有效体积相比纯盐岩降低约23%。含夹层条件下注水流量由10 mL/min提高至15 mL/min时,造腔速率可提升约40%,但平均排卤浓度降低约16.5g/L,淡水消耗及能耗升高。缩短倒井周期与减小井间距对造腔速率和腔内空间体积影响较小,却有利于改善腔体水平发育均匀性。【结论】夹层对于水平腔体扩展过程及腔内空间的影响不可忽略,层状盐岩水平造腔需综合调控注水流量、倒井周期等参数,以兼顾造腔效率及腔内空间利用率;本研究是对现有室内水平造腔模拟实验聚焦于纯盐岩的补充,可为层状盐岩水平造腔技术应用提供实验参考。(图13,表7,参24)

     

    Abstract: Objective China is building large-scale salt caverns for underground storage of natural gas, compressed air and hydrogen. However, the conventional single-well construction method faces clear limitations in bedded salt. Horizontal well leaching provides a promising alternative for building large caverns in salt layers of limited thickness, yet the current understanding of the horizontal cavern expansion patterns and the influences of relevant parameters under the presence of interlayers remains insufficient. Methods We fabricated composite salt specimens consisting of pure rock salt layers and mudstone interlayers , and set up a physical simulation platform for horizontal cavern leaching. Five groups of experiments were carried out with varying interlayer configurations, water injection rates, leaching cycle periods and well spacings. Cavern morphology evolution was observed during the experiments, and final three‑dimensional cavern models were acquired by 3D scanning. The effects of interlayers and other factors on cavern expansion patterns and leaching rate were analyzed. Results Analysis of cavern morphologies during the experiments and final 3D models indicates that, interlayers inhibit upward dissolution and promote lateral expansion of the cavern, resulting in a more uniform horizontal-section cavern height below the interlayers compared with that in pure salt rock. Due to the low solubility of the interlayers, the average cavern leaching rate is reduced by 8.5% relative to that in pure salt rock. After interlayer collapse, insoluble material settled at the salt cavern floor, reducing effective gas storage space. The collapse of the lower interlayer in the sample decreased the effective volume by approximately 23% compared with pure salt rock. When the water injection rate was increased from 10 mL/min to 15 mL/min in the bedded specimens, the leaching rate improved by roughly 40% and cavern development became more symmetrical on both horizontal sides; however, the average discharge brine concentration dropped by approximately 16.5 g/L, raising freshwater consumption and energy costs. Shortening the leaching cycle period and reducing well spacing had minor effects on the leaching rate and the cavern volume, but they helped improve cavern symmetry. Conclusions The influence of interlayers on the horizontal cavern expansion process and the internal cavern space cannot be ignored. For horizontal cavern construction in bedded salt rock, parameters such as water injection flow rate and leaching cycle period must be comprehensively regulated to balance construction efficiency and the utilization of cavern space. This study serves as a supplement to existing simulation experiments that have focused primarily on pure salt rock, and can provide experimental reference for the application of horizontal cavern leaching in bedded salt formations.(Figure 14 , Table 7, Reference 24)

     

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