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Impact of grout curtains on karst groundwater behaviour: an example from the Dinaric karst

机译:灌浆帷幕对岩溶地下水行为的影响:以迪纳里克岩溶为例

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Grout curtains are vertical grout walls installed in the ground. In karst terrains, their construction is primarily connected with dams and reservoirs. Their main role is to increase water tightness and to prevent progressive erosion, blocking possible seepage paths along karst fissures and conduits. In this article, changes in the behaviour of the groundwater level (GWL) and the water temperature in nine deep piezometers, which were caused by the construction of a grout curtain at the Đale Reservoir on the Cetina River (Croatia), were analysed. The total length of the grout curtain is 3966 m. It spreads 120 m below the dam. The most analysed data are from the period after the dam had been built. Only few data and figures concern the comparison between pre- and post-dam periods. The hourly data of the GWL and the water temperature were analysed for the period between 1 September 2008 at 02:00 h to 31 December 2009 at 23:00 h (11 687 h total) in six deep piezometers (marked in the text and figures as 1, 2, 3, 4, 5 and 6). For three piezometers (marked in the text and figures as A, B and C), some discontinuous measurements of the GWL and the water temperature were available for analysis. The construction of the grout curtain made strong, sudden and possibly dangerous changes to the characteristics of the aquifer and the circulation of groundwater in the local area. Special attention is paid to analyses of the behaviour of the hourly GWL data measured in the piezometers pairs (two neighbouring piezometers, one inside and the other outside of the grout curtain). During more than 80% of the analysed period, the GWL was higher in the piezometer inside the grout curtain than the one outside of it. The intensity and range of the dynamics of GWL was higher in piezometer outside the grout curtain than the inside ones. After the construction of the grout curtain, the maximum measured hydrostatic pressure on some parts of the grout curtain was approximately 40 m. It changes quickly in both time and direction. The water temperature was found to be similar in all of the measured piezometers, and it varies between 10.2 and 15.7 °C with an average value of 12.7 °C. Copyright © 2011 John Wiley & Sons, Ltd.
机译:灌浆帘是安装在地面上的垂直灌浆墙。在喀斯特地形中,其建设主要与水坝和水库相连。它们的主要作用是增加水密性并防止进行性侵蚀,从而阻止沿岩溶裂隙和导管的可能渗漏路径。在本文中,分析了由塞蒂纳河(克罗地亚)的萨尔河水库中建造的灌浆幕引起的九个深压计中地下水位(GWL)的行为和水温的变化。灌浆帘的总长度为3966 m。它在水坝下方蔓延120 m。分析最多的数据来自大坝建成后的时期。只有很少的数据和数字涉及大坝前后的比较。在六个深压计中,分析了2008年9月1日02:00 h至2009年12月31日23:00 h(总计11 687 h)之间GWL的小时数据和水温(在文字和图中标记)分别为1、2、3、4、5和6)。对于三个压力计(在文本和图中分别标记为A,B和C),可以对GWL和水温进行一些不连续的测量以进行分析。灌浆帷幕的建造对含水层的特性和当地的地下水循环产生了强烈,突然甚至可能危险的变化。要特别注意分析在压力计对中测量的每小时GWL数据的行为(两个相邻的压力计,一个在灌浆帘的内部,另一个在灌浆帘的外部)。在超过80%的分析时间段内,灌浆帘幕内部的压力计中的GWL高于其外部的。在灌浆帘外的测压仪中,GWL动力学的强度和范围要比内部的高。灌浆幕建成后,在灌浆幕某些部位测得的最大静水压力约为40μm。它在时间和方向上都快速变化。发现在所有测得的压强计中水温都相似,并且水温在10.2至15.7 C之间变化,平均值为12.7C。版权所有©2011 John Wiley&Sons,Ltd.

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