黏弹性水射流的集束特性及切割破岩性能试验

Coherent characteristics and rock-cutting performance of viscoelastic water jet

  • 摘要: 针对煤层卸压增透中纯水射流割缝有效距离短、效率低的问题,提出并研究了一种基于高分子聚合物的黏弹性水射流破岩技术。为探明高分子聚合物对水射流集束特性与破岩性能的影响规律及作用机理,系统研究了不同质量分数PAM工作液的黏弹特性、射流流场结构演变规律及其对煤、砂岩的切割破碎性能与机制。试验采用分子量为2 200万的聚丙烯酰胺(PAM)作为添加剂,配制了不同质量分数(0.03%~0.15%)的黏弹性工作液。首先,使用流变仪对工作液的储能模量、损耗模量、表观黏度及弛豫时间等流变参数进行测试,并利用透射电镜(TEM)观察其微观胶束结构。其次,利用高速摄像技术捕捉不同压力及质量分数下射流的形态,定量分析射流的扩散角与相干长度。最后,开展对煤岩和砂岩的切割试验,在20和50倍喷嘴直径(d)靶距下对比纯水射流与PAM黏弹性水射流的切割深度、缝槽形态,并借助扫描电子显微镜(SEM)从微观尺度揭示2种射流的破岩机制差异。结果显示:PAM工作液具有显著的黏弹性与剪切稀化特性,高质量分数(≥0.06%)PAM工作液具有胶束结构,存在明显的弹性主导区。弛豫时间在0.12%质量分数时达到最小值0.01 s。TEM图像显示,0.12%质量分数的工作液形成了均匀稳定的网状胶束结构,实现了弹性与流动性的平衡。PAM的加入显著改善了射流的集束性,射流扩散角和相干长度随PAM质量分数增加呈“先增后减”的非线性关系。在最优质量分数0.12%时,射流扩散角较纯水最多降低83.9%,相干长度则提升了6.3倍。黏弹性水射流流场呈现出独特的结构演化:相干段出现因聚合物链弹性回缩导致的“腰缩”现象,随后进入由局部高剪切速率诱发的缠绕−破碎段。切割破岩试验表明:黏弹性水射流的破岩能力大幅提升。切割煤岩时,0.12%的PAM水射流形成了多层裂纹结构,而纯水射流仅形成规整缝槽。对于砂岩,在30 mm(20d)和75 mm(50d)靶距下,0.12%的PAM水射流的切割深度较纯水分别提高了278.4%和311.2%,且实现了切割深度增加与切口宽度减小的效果优化。微观破岩机制分析发现,纯水射流仅能引起矿物表层的物理剥蚀,晶体与胶结结构保持完整;而黏弹性水射流能够引发沿晶破坏与穿晶破坏,促进矿物颗粒崩解,破坏程度更深。因此,添加PAM形成非牛顿黏弹性流体,能显著优化水射流的流场结构、抑制其雾化与能量耗散,从而大幅提升其集束性与有效作用距离,在煤层割缝、卸压增透等领域具有应用前景。

     

    Abstract: To address the short effective distance and low efficiency of pure water jet in slotting for pressure relief and permeability enhancement in coal seams, a viscoelastic water jet rock-breaking technology based on a high-molecular-weight polymer was proposed and investigated. To determine the influence and mechanism of a high-molecular-weight polymer on the jet’s coherence and rock-breaking performance, a systematic study was conducted on the viscoelastic properties of Polyacrylamide (PAM) solutions at various concentrations, the evolution of the jet’s flow field structure, and its cutting and fragmentation performance and mechanisms on coal and sandstone. In the experiments, PAM with a molecular weight of 22 million was used as an additive to prepare viscoelastic working fluids of different concentrations (0.03%−0.15%). First, a rheometer was used to measure rheological parameters such as the storage modulus, loss modulus, apparent viscosity, and relaxation time of the working fluids, and their microscopic micelle structure was observed using a Transmission Electron Microscope (TEM). Second, high-speed photography was employed to capture the jet morphology at different pressures and concentrations, and the jet’s diffusion angle and coherent length were quantitatively analyzed. Finally, cutting experiments were performed on coal and sandstone to compare the cutting depth and kerf morphology of the pure water jet and the PAM viscoelastic jet at 20 and 50 times the nozzle diameter (d). Scanning Electron Microscopy (SEM) was used to reveal the differences in the rock-breaking mechanisms of the two jets at the micro-scale. The results show that the PAM working fluid exhibits significant viscoelasticity and shear-thinning properties. High-concentration (≥0.06%) PAM solutions possess a micelle structure and a distinct elasticity-dominated region. The relaxation time reached a minimum of 0.01 s at a concentration of 0.12%. TEM images revealed that the 0.12% concentration solution formed a uniform and stable network-like micelle structure, achieving a balance between elasticity and fluidity. The addition of PAM significantly improved the jet’s coherence; the diffusion angle and coherent length showed a non-linear relationship of “first increasing, then decreasing” with the increase in PAM concentration. At the optimal concentration of 0.12%, the jet’s diffusion angle was reduced by up to 83.9% and the coherent length was increased by 6.3 times compared to the pure water jet. The viscoelastic jet’s flow field demonstrated a unique structural evolution: a “necking” phenomenon occurred in the coherent section due to the elastic retraction of polymer chains, followed by an entanglement-breakup section induced by high local shear rates. The rock-cutting experiments indicated a substantial enhancement in the rock-breaking capability of the viscoelastic water jet. When cutting coal, the 0.12% PAM jet created a multi-layered fracture structure, whereas the pure water jet only formed a regular kerf. For sandstone, at standoff distances of 30 mm (20d) and 75 mm (50d), the cutting depth of the 0.12% PAM jet increased by 278.4% and 311.2%, respectively, compared to the pure water jet, achieving an optimized effect of increased cutting depth and reduced kerf width. Micro-scale analysis of the rock-breaking mechanism revealed that the pure water jet only caused physical erosion of the mineral surface, leaving the crystal and cementation structures intact. In contrast, the viscoelastic jet was able to induce both intergranular and transgranular fractures, promoting the disintegration of mineral particles and causing deeper damage. Therefore, the addition of PAM to form a non-Newtonian viscoelastic fluid can significantly optimize the water jet’s flow field structure, suppress its atomization and energy dissipation, and thereby substantially enhance its coherence and effective operational distance. This technology shows promising applications in fields such as coal seam slotting, pressure relief, and permeability enhancement.

     

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