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首页> 外文期刊>Hydrological Processes >Quantification of vertical water fluxes in the vadose zone using particle-size distribution and pedology-based approaches to model soil heterogeneities
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Quantification of vertical water fluxes in the vadose zone using particle-size distribution and pedology-based approaches to model soil heterogeneities

机译:使用粒径分布和基于土壤学的土壤异质性建模方法对渗流带中垂直水通量的量化

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摘要

One-dimensional flow simulations were conducted at four locations of the shallow alluvial aquifer of the upper Rhine River (at thenErstein polder) to quantify the time-dependent moisture distribution, the water flux and the water volume infiltrated innthe unsaturated zone as a function of soil heterogeneities during a five-day-long flooding event. Three methods of estimating thenhydraulic parameters of soil in the vadose zone were tested. They are based on the following: (1) experimental data, (2) soil particlesizendistribution and (3) pedology information on soils. Water fluxes calculated from modelling approaches 2 and 3 were comparednwith those of the experiment-based values and the effect of these differences on the arrival time and velocity of water at the waterntable were analysed. Major differences in water fluxes were found among the methods of estimating the hydrodynamic parameters.nAt the Terrace location, the groundwater recharge predicted using soil data from methods 1 and 2 are approximately 4500 andn2400 mm, respectively. Flow simulations using soil data and the experiment-based method show the highest velocities of infiltratingnwater at the soil surface and largest volume of groundwater infiltration but result in the lowest centres of the moisture content mass.nThe results obtained using soil data based on the pedological method are similar to those calculated using soil parameters based onnthe particle-size distribution of extracted soil samples. Water pressure profiles calculated on Terrace and Channel location, 3 andn7 days after the inundation event agreed reasonably well with those observed when using hydrodynamic parameters from thenexperiment-based method. However, the flow model using the pedology-based parameters largely underestimates the time needednto achieve hydrostatic conditions of the soil water profile once water flooding at the soil surface stops. This can be mainly attributednto the low values of estimated van Genuchten parameter a. Copyright © 2012 John Wiley & Sons, Ltd.
机译:在莱茵河上游浅层冲积含水层的四个位置(当时为Erstein polder)进行一维流动模拟,以量化随时间变化的水分分布,水通量和渗入非饱和区的水量与土壤的函数关系。为期五天的洪水事件中的非均质性。测试了三种评估渗流区土壤水力学参数的方法。它们基于以下内容:(1)实验数据,(2)土壤颗粒大小分布和(3)土壤的土壤学信息。将通过建模方法2和3计算出的水通量与基于实验值的通量进行了比较,并分析了这些差异对水到达时间和流速的影响。在估算水动力参数的方法之间发现水通量的主要差异。n在梯田位置,使用方法1和方法2的土壤数据预测的地下水补给量分别约为4500和2400 mm。使用土壤数据和基于实验的方法进行的水流模拟显示了土壤表面渗透水的最高速度和最大的地下水渗透量,但水分含量中心却最低。n基于土壤学方法的土壤数据获得的结果类似于使用土壤参数根据提取的土壤样品的粒径分布计算得出的结果。在淹没事件发生后第3天和第7天,根据阶地和航道位置计算的水压剖面与使用基于实验方法的水动力参数时观察到的水压剖面基本吻合。但是,一旦基于土壤表面的注水停止,使用基于病态学的参数的流动模型就大大低估了达到土壤水分剖面的静水条件所需的时间。这主要归因于估计的van Genuchten参数a的低值。版权所有©2012 John Wiley&Sons,Ltd.

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