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Hydraulic Experiments for Determination of In-situ Hydraulic Conductivity of Submerged Sediments

机译:水淹沉积物原位水导率测定的水力实验

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摘要

A new type of in-situ hydraulic permeameter was developed to determine vertical hydraulic conductivity (VHC) of saturated sediments from hydraulic experiments using Darcy's law. The system allows water to move upward through the porous media filled in the permeameter chamber driven into sediments at water-sediment interface. Darcy flux and hydraulic gradient can be measured using the system, and the VHC can be determined from the relationship between them using Darcy's law. Evaluations in laboratory and in field conditions were performed to see if the proposed permeameter give reliable and valid measures of the VHC even where the vertical flow at water-sediment interface and fluctuation of water stage exist without reducing the accuracy of the derived VHC. Results from the evaluation tests indicate that the permeameter proposed in this study can be used to measure VHC of saturated sandy sediments at water-sediment interface in stream and marine environment with high accuracy.
机译:开发了一种新型的原位水力渗透仪,利用达西定律通过水力实验确定饱和沉积物的垂直水力传导率(VHC)。该系统允许水通过填充在渗透仪室内的多孔介质向上移动,并在水-沉积物界面处被驱入沉积物中。可以使用该系统测量达西通量和水力梯度,并且可以使用达西定律从它们之间的关系确定VHC。在实验室和现场条件下进行了评估,以查看即使在水-沉积物界面的垂直流和水位波动存在的情况下,拟议的渗透仪是否能给出可靠且有效的VHC量度,而不会降低所得VHC的准确性。评估测试的结果表明,本研究提出的渗透仪可用于测量河流和海洋环境中水-沉积物界面处饱和砂质沉积物的VHC值。

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