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A Tube Seepage Meter for In Situ Measurement of Seepage Rate and Groundwater Sampling

机译:一种用于现场测量渗透率和地下水采样的管式渗漏仪

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摘要

We designed and evaluated a "tube seepage meter" for point measurements of vertical seepage rates (q), collecting groundwater samples, and estimating vertical hydraulic conductivity (K) in streambeds. Laboratory testing in artificial streambeds show that seepage rates from the tube seepage meter agreed well with expected values. Results of field testing of the tube seepage meter in a sandy-bottom stream with a mean seepage rate of about 0.5m/day agreed well with Darcian estimates (vertical hydraulic conductivity times head gradient) when averaged over multiple measurements. The uncertainties in q and K were evaluated with a Monte Carlo method and are typically 20% and 60%, respectively, for field data, and depend on the magnitude of the hydraulic gradient and the uncertainty in head measurements. The primary advantages of the tube seepage meter are its small footprint, concurrent and colocated assessments of q and K, and that it can also be configured as a self-purging groundwater-sampling device.
机译:我们设计并评估了“管式渗水仪”,用于垂直渗水率(q)的点测量,收集地下水样本以及估算河床中的垂直水力传导率(K)。在人造河床中进行的实验室测试表明,管式渗漏仪的渗漏率与预期值非常吻合。当在多次测量中求平均值时,在平均流量约为0.5m / d的沙底流中的管道渗透仪的现场测试结果与Darcian估计(垂直水力传导率乘以水头梯度)相吻合。 q和K的不确定性是用蒙特卡洛方法评估的,对于现场数据,通常分别为20%和60%,并取决于水力坡度的大小和压头测量的不确定性。管式渗漏仪的主要优点是占地面积小,对q和K的同时评估和共处评估,并且还可以配置为自吹扫地下水采样装置。

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  • 来源
    《Ground water》 |2016年第4期|588-595|共8页
  • 作者单位

    Univ Utah, Dept Geol & Geophys, Salt Lake City, UT 84112 USA|US Geol Survey, Utah Water Sci Ctr, 2329 W Orton Circle, West Valley City, UT 84112 USA;

    North Carolina State Univ, Raleigh, NC 27695 USA|Univ Nebraska, Lincoln, NE 68588 USA;

    North Carolina State Univ, Raleigh, NC 27695 USA;

    Univ Utah, Salt Lake City, UT 84112 USA;

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