共查询到11条相似文献,搜索用时 77 毫秒
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在渤海湾盆地,由于沉积地层存在大段活性软泥页岩,普通聚合物钻井液体系的包被抑制能力不够,封堵能力不强,剪切稀释能力差,在钻遇该泥页岩井段时,经常出现井下复杂情况,并且油层受到一定程度的伤害。为此,研制了无土相强抑制性钻井液体系。从体系中处理剂的防塌抑制机理出发,确定了强抑制性钻井液体系构建的最优组合。研究结果表明该钻井液体系具有强的抑制性,岩屑滚动回收率达到95.6%,接近于油基泥浆;并且具有良好的润滑性、抗温性、抗钻屑污染、抗CaCl2污染、抗MgCl2污染以及良好的储层保护性能,渗透率恢复值能达到85%以上,能够满足大段软泥页岩等复杂地层的钻井要求,具有广阔的应用前景。 相似文献
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AbstractIn this article, the results of an experimental study on the effect of drilling fluid on concrete-soil/rock interface shear strength in the seawater drilling environment are presented. The series of direct shear tests using a purpose-designed shear box with seawater were performed considering different types of drilling fluid and base material, various normal stress levels at the interface, and filtration times. The results indicated that bentonite drilling fluid significantly decreased the concrete-soil/rock interface shear strength while a negligibly small effect was observed for polymer drilling fluid, confirming the findings from the previous studies. It was also observed that the degree of interface shear strength reduction when using bentonite drilling fluid varied with the type of base material as well as the level of normal stress at the interface. The results also confirmed that the groundwater chemistry does not alter governing mechanism of the drilling fluids and the concrete-soil/rock interface interaction and that significant benefit can also be expected when using polymer-based drilling fluid over bentonite in terms of the side resistance of a drilled shaft in seawater drilling environment as well. 相似文献
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分析了我国深水钻井的现状和未来发展趋势,调研分析了深水钻井所面临的困难和深水钻井液必须具备的基本性能。在理论推导并结合实践的基础上,研制了深水低温钻井液基本性能模拟实验装置、深水钻井液水合物生成与抑制评价实验装置以及深水钻井液循环与井壁稳定模拟实验装置等,并对模拟装置的实验可行性和平行性进行了验证。实验结果表明,新研制模拟实验装置控制精度较高、实验平行性较好,能够满足深水钻井液性能测定与评价的基本要求,为我国深水钻井液技术研究奠定了一定的室内实验研究基础。 相似文献
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酸化是解除该类储层伤害,恢复、提高油气井产能最主要的手段。对于各种特定的伤害类型若仅采用笼统的酸化措施,往往难以取得理想的增产效果,如何从伤害机理的角度出发对症解除污染是研究者面临的重要课题。NP油田Ed1储层在以往的酸化改造中,由于对钻井泥浆伤害机理认识不够准确,导致酸液选择存在较大的盲目性,严重影响解堵效果。为解决上述问题,提出酸化解堵设计方法,通过泥浆固相粒度和滤液红外波谱分析试验评价,明确了Ed1储层钻井泥浆伤害产生的机理。在此基础上,设计在同一组试验内先模拟泥浆伤害的产生,发现岩心伤害后渗透率降低至基准渗透率的0.12倍,然后比较评价不同类型的酸液解除该类泥浆污染的能力,最终筛选出解堵效果最好的4%多氢酸体系推荐现场施工使用。 相似文献