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Water percolation through the deep vadose zone and groundwater recharge: Preliminary results based on a new vadose zone monitoring system

机译:通过深层渗流带的渗水和地下水补给:基于新型渗流带监测系统的初步结果

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A study on water infiltration and groundwater recharge was conducted in the coastal plain, Israel. The study implemented a novel development, flexible time domain reflectometry sensors (FTDR), which enabled the continuous monitoring of water content at selected points through the entire vadose zone. Data on water content variation with time and depth was collected throughout the rainy season of 2004/2005 at two sites. One site was located in a sand dune area with a 21 m thick vadose zone; the other was located in an undeveloped urban area with an 8.4 m thick vadose zone. The lithology of both sites consisted of unconsolidated sand with silt and clay interbeds. The resultant data allowed tracing of the infiltration progress through the entire vadose zone. Each large rain event initiated an infiltration wave that propagated into the vadose zone and pushed the wetting front farther down. The wetting front appeared to progress in a step-like pattern, controlled by the frequency of large rain events and followed by a slower drainage process. Clay interbeds did not seem to prevent or significantly delay progress of the wetting front down to the groundwater. The apparent wetting front signal reached the groundwater table at 21 m below land surface (bls) only 3 months after the first significant rain event. Groundwater recharge was calculated from the variations in vadose zone water storage. An increase in vadose zone water storage was attributed to an infiltration event, while a reduction in water storage was attributedto a draining process.
机译:在以色列沿海平原进行了水渗透和地下水补给的研究。该研究实施了一种新颖的,灵活的时域反射仪(FTDR),可以连续监测整个渗流带中选定点的水含量。整个2004/2005年雨季期间,在两个地点收集了水含量随时间和深度变化的数据。一个地点位于沙丘区,其渗流带厚度为21 m。另一个位于未开发的市区,具有8.4 m厚的渗流带。两个站点的岩性均由未固结的砂,粉砂和粘土夹层组成。所得数据可以追踪整个渗流带的渗透进程。每次大雨事件都会引发渗透波,渗透波渗入渗流带,并将润湿的前沿推得更远。润湿锋面呈阶梯状发展,受大雨事件的发生频率控制,随后是较慢的排水过程。粘土夹层似乎并没有阻止或显着延迟润湿前沿到地下水的进展。在第一次重大降雨事件发生仅3个月后,表面明显的湿润锋面信号到达地面以下21 m处的地下水位。根据渗流区储水量的变化计算地下水补给量。渗流区储水量增加归因于入渗事件,而储水量减少归因于排水过程。

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