Hydraulic conductivity of saturated bed silts in Chotárny channel, ŽO area, Slovakia

R. Dulovičová, Radoslav Schügerl, Y. Velísková
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Abstract

This paper deals with the comparison of two different ways used for determination of saturated hydraulic conductivity values of bed silts located along the Chotárny channel, obtained from field measurements in 2018. The Chotárny channel is one of three selected monitored channels at the ŽO area – the flat lowland with channel network. The permeability of bed silts impacts water flow between surface water in the channel and surrounding groundwater in the scope of their interaction at this area. It is expressed by its value of saturated hydraulic conductivity. The bed silts along Chotárny channel were extracted and obtained by two ways, as disturbed samples and as undisturbed samples. The selection of sampling place was made by thickness of bed silt in the measured profiles. The samples were extracted in three different vertical parts of bed silt – from top, middle and bottom part of bed silt layer. In case of the disturbed samples the empirical formulas based on the grain size analysis were used for determination of saturated hydraulic conductivity value. In case of undisturbed samples was used the falling head method for determination of saturated hydraulic conductivity value. The values of saturated hydraulic conductivity obtained from disturbed samples of bed silts K d were calculated by using of several empirical formulas: 1. Bayer – Schweiger; 2. Špaček I.; 3. Špaček II.; 4. Hazen I.; 5. Bayer; 6. USBR and 7. Orechova. The results in Table 1 show that the valid values K d for Chotárny channel in 2018 were from 1.00x10 -10 to 1.19x10 -04 m s -1 . The recommended formula for calculation of K d of bed silts by empirical formulas in Chotárny channel, based on criterium of the largest number of valid obtained results, is Hazen I. formula. The values of saturated hydraulic conductivity obtained from undisturbed samples of bed silts K u were determined according the relation for calculation of average value of saturated hydraulic conductivity (by falling head method in laboratory). These values are illustrated in Table 2. The values K u for Chotárny channel in 2018 reached values from 7.68x10 -08 – 4.53x10 -05 m s -1 . All the results from both methods of determination of saturated hydraulic conductivity were compared.
斯洛伐克ŽO地区Chotárny河道饱和河床粉砂的水力传导性
本文比较了两种不同的方法,用于确定Chotárny通道沿线的河床淤泥的饱和水力传导率值,这些方法是2018年野外测量获得的。Chotárny频道是ŽO地区(具有频道网络的平坦低地)三个选定的监测频道之一。河床粉砂的渗透性影响了该区域地表水与周围地下水相互作用范围内的水流。它是用它的饱和水力导率值来表示的。通过扰动样和原状样两种方式提取和获得Chotárny河道河床粉砂。根据所测剖面的河床淤泥厚度选择采样地点。在淤泥质层的顶部、中部和底部三个不同的垂直位置提取样品。对于受扰动的试样,采用基于粒度分析的经验公式确定饱和水力导率值。在未扰动的情况下,采用降水头法测定饱和水导率值。利用几个经验公式计算了受扰动的河床粉砂样K d的饱和水力传导性值:1。拜耳-施威格;2. Špaček i;3.Špač埃克二世。4. 海森i;5. 拜耳公司;6. USBR和7。Orechova。表1的结果表明,2018年Chotárny通道的有效值K d为1.00 × 10 -10 ~ 1.19 × 10 -04 m s -1。以有效所得结果数最多为准则,采用经验公式计算Chotárny河道河床泥沙的K - d,推荐公式为Hazen I.公式。根据饱和水力导电性平均值的计算关系式(实验室降头法),确定了未扰动的河床粉土K u试样的饱和水力导电性值。这些值如表2所示。2018年Chotárny通道的K值达到7.68x10 -08 - 4.53x10 -05 m s -1。比较了两种方法测定饱和水导率的结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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