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首页> 外文期刊>Journal of Hydrology >Temporal and spatial (down profile) variability of unsaturated soil hydraulic properties determined from a combination of repeated field experiments and inverse modeling
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Temporal and spatial (down profile) variability of unsaturated soil hydraulic properties determined from a combination of repeated field experiments and inverse modeling

机译:反复田间试验和逆向建模相结合确定非饱和土壤水力特性的时空变化

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An in situ method for estimating parameters necessary for characterizing unsaturated flow in porous media has been applied to 37 individual data sets from the same study site (a sand dune on the edge of a wetland). The measured field data include beginning and ending soil moisture profiles, and continuous records of net surface flux (infiltration/evaporation) and pressure head at the base of the profile. For each study period, the initial profile was used along with the upper and lower boundary conditions to simulate flow and storage changes in the profile from a form of the Richard's equation. Following each model run, the parameters in van Genuchten's characteristic equations were adjusted using the Levenberg-Marquardt procedure. Parameter adjustment and forward modeling continued until a minimum was reached in the difference between. measured and simulated moisture profiles. An analysis of the resulting (optimized) parameter estimates indicated that repeated experiments, using the same method, resulted in a very consistent set of parameter values, particularly when parameters were estimated for individual soil layers rather than for the profile as a whole. Statistical analyses of the estimated parameter values indicated that most of the parameters have small coefficients of variability and the mean values are consistent with those generally considered to be valid for uniform sand. The optimization procedure also produced reasonable (and unique) values of saturated moisture content for a buried clayey layer within the otherwise homogeneous deposit of dune sand. (C) 2003 Elsevier B.V. All rights reserved. [References: 30]
机译:一种用于估算表征多孔介质中非饱和流动必要参数的原位方法已应用于来自同一研究地点(湿地边缘的沙丘)的37个独立数据集。测得的现场数据包括开始和结束的土壤湿度剖面,以及连续的净表面通量(渗透/蒸发)和剖面底部的压头记录。对于每个研究阶段,都使用初始剖面以及上下边界条件,以根据理查德方程的形式模拟剖面中的流量和存储变化。每次模型运行后,使用Levenberg-Marquardt程序调整van Genuchten特征方程式中的参数。继续进行参数调整和正向建模,直到两者之间的差异达到最小值为止。测量和模拟的湿度曲线。对得到的(最佳)参数估计值的分析表明,使用相同的方法重复进行实验会产生非常一致的参数值集,尤其是在估计单个土壤层而不是整个剖面的参数时。对估计参数值的统计分析表明,大多数参数具有较小的变异系数,并且平均值与通常认为对均匀砂有效的参数一致。优化过程还为原本均匀的沙丘砂沉积中的粘土质埋层产生了合理(且唯一)的饱和水分含量值。 (C)2003 Elsevier B.V.保留所有权利。 [参考:30]

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