矿井水深井地质存储水动力学演化及井型优选

Dynamics evolution and well type optimization of deep well injection in coal mines water

  • 摘要: 鄂尔多斯盆地部分煤矿面临高矿化度矿井水的处置难题,深井回注技术是实现其较低成本、大规模水治理需求的有效途径。以鄂尔多斯某矿深井回注案例为工程背景,采用基于热−流−固控制方程的数值模拟方法,针对矿井水深井回注多分支井型,开展了分支数量、井距影响下回注流量、目标层孔隙水压的时空演化规律研究;构建了倾斜钻孔注水流量−降深的理论解析并开展了多分支井型井距−流量的函数拟合,结合井建长度构建了单位回注流量的相对成本函数,并提出了最优井型和井距的确定方法,结果表明:① 多分支井的回注流量规模远高于直井,分支井个数越多回注能力越大,都随注水时间呈对数衰减,大约1000 d后注水流量趋于稳定;② 多分支井系统回注流量受分支井个数与井距联合控制,构建的井距−流量函数为Q = a - b c^x,拟合系数达到0.98,在一定范围内回注流量随井距增大而增加后趋于稳定,以多分支倾角5°为例,当3种井型的井距分别超过200、300、400 m后,回注流量保持稳定;③ 单位流量相对井建成本与井间距成正比,在相同井距离下多分支井个数越多成本增加越快,当2、3、4分支井的系统最大流量分别超过145、220、305 m3/h时,单位流量相对井建成本急剧增加;④ 以高矿化度矿井水回注需求为依据,以控制单位流量相对成本为目标,提出了多分支井最优井距与分支井个数的确定方法,以多分支倾角5°为例,当矿井回注流量需求介于77~149 m3/h时,优选2分支井;当回注流量需求处于149~201 m3/h之间时,优选3分支井;当回注流量需求处于201~306 m3/h,采用4分支井为最优方案,最优井距可结合对应的井距−流量函数确定。研究成果为矿井水地质存储工程设计提供科学依据。

     

    Abstract: Some coal mines in the Ordos Basin face challenges in disposing of highly mineralized mine water. Deep-well reinjection technology offers an effective solution for large-scale, low-cost water management. Using a deep-well reinjection project in an Ordos mine as a case study, this research employs numerical simulations based on thermal-hydraulic-mechanical (THM) coupling governing equations to investigate the spatiotemporal evolution of reinjection flow rates and pore water pressure in target layers under varying branch numbers and well spacings in multi-lateral well systems. A theoretical model for flow rate and drawdown in inclined boreholes was developed, and a functional relationship between well spacing and flow rate was fitted for multi-lateral wells. By integrating well construction lengths, a relative cost function per unit reinjection flow rate was established, and a methodology for optimizing well configuration and spacing was proposed. Key findings include: ① Multi-lateral wells exhibit significantly higher reinjection capacities than vertical wells, with flow rates increasing with branch numbers but decaying logarithmically over time and stabilizing after approximately 1,000 days. ② Reinjection flow rates in multi-lateral systems are jointly controlled by branch numbers and well spacing. The fitted well spacing-flow rate function (R2 = 0.98) reveals that flow rates initially increase with spacing and stabilize beyond critical thresholds. For a branch inclination of 5°, flow rates stabilize when spacings exceed 200, 300, 400 m for two, three, and four-branch wells, respectively. ③ Relative construction cost per unit flow rate is proportional to well spacing. Costs escalate more rapidly with additional branches under fixed spacing. Sharp cost increases occur when maximum flow rates exceed 145, 220, 305 m3/h for two, three, and four-branch systems, respectively. ④ An optimization method for determining branch numbers and spacing was proposed, prioritizing cost efficiency. For a 5° branch inclination: Two-branch wells are optimal for flow rates between 77−149 m3/h; Three-branch wells are preferred for flow rates between 149−201 m3/h. Four-branch wells are recommended for flow rates between 201−306 m3/h. The research results provided a scientific basis for the design of mine water geological storage engineering.

     

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