Assessment of the Hydraulic Profiling Tool for Lower Permeability Characterization

Gaisheng Liu, Steven Knobbe
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Abstract

The Hydraulic Profiling Tool (HPT) has become one of the most widely accepted approaches for obtaining vertical profiles of hydraulic conductivity (K) in environmental site investigations. The current tool, however, is limited to use in moderately permeable settings with a measurable K range of 0.03 to 25 m/d. In this work, we added a low‐flow injection system to standard HPT and modified the field profiling procedure so that it could be used more effectively in lower‐K settings. The modified lower‐K HPT was tested and evaluated against direct‐push slug tests at a field site in the Kansas River floodplain. Results indicated that when the injection rate was reduced, injection pressure decreased, which reduced the potential of injection‐induced formation alteration. A particular challenge of applying HPT in lower‐K zones is the large pressure generated by probe advancement; this can significantly affect the pressure signal measured at the injection screen. Our results showed that the impacts of advancement‐generated pressure could be mitigated by reducing the speed of probe advancement. Compared to K estimates by slug tests, the vertical variability in HPT K was much lower. The reduced variability in HPT K was likely due to formation alteration during probe advancement, as well as pressure interference from injections at previous depths and probe advancement at the bottom. Additional work, such as the use of a smaller‐diameter probe, is needed to further improve the performance of HPT in lower permeability zones.
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用于下部渗透性特征描述的水力剖面测量工具评估
水力剖面工具(HPT)已成为在环境现场调查中获取水力传导性(K)垂直剖面图的最广为接受的方法之一。然而,目前的工具仅限于在中等渗透性环境中使用,可测量的 K 值范围为 0.03 到 25 m/d。在这项工作中,我们在标准 HPT 中添加了一个低流量注入系统,并修改了现场剖析程序,使其能够更有效地用于 K 值较低的环境。在堪萨斯河洪泛区的一个野外地点,我们对改进后的低 K 值 HPT 进行了测试,并与直接推动弹头测试进行了对比评估。结果表明,当注入速度降低时,注入压力也随之降低,从而降低了注入引起地层变化的可能性。在低 K 区应用 HPT 的一个特殊挑战是探头推进产生的巨大压力;这会严重影响在注入滤网处测得的压力信号。我们的研究结果表明,降低探头推进速度可以减轻推进产生的压力的影响。与泥浆测试估计的 K 值相比,HPT K 值的垂直变化要小得多。HPT K 值的变异性降低可能是由于在探头推进过程中地层发生了变化,以及前一深度的注入和探头在底部的推进产生了压力干扰。要进一步提高 HPT 在低渗透区的性能,还需要开展更多的工作,例如使用直径更小的探头。
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