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Determining in-situ unsaturated soil hydraulic conductivity at a fine depth scale with heat pulse and water potential sensors

机译:用热脉冲和水电位传感器在细深尺度下确定原位不饱和土水力电导率

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Unsaturated hydraulic conductivity (K) of surface soil changes substantially with space and time, and it is of great importance for many ecological, agricultural, and hydrological applications. In general, K is measured in the laboratory, or more commonly, predicted using soil water retention curve and saturated hydraulic conductivity. In the field, K can be determined through infiltration experiments. However, none of these approaches are capable of continuously monitoring K in-situ at fine depth scales. In this study, we propose and investigate an approach to continuously estimate fine depth-scale K dynamics under field conditions. Evaporation rate and change in water storage in a near-surface soil layer are measured with the heat pulse method. Then, water flux density at the lower boundary of the soil layer is estimated from evaporation rate, change in water storage, and rainfall or irrigation rate using a simple water balance approach. Finally, K values at different soil depths are derived using the Buckingham-Darcy equation from water flux densities and measured water potential gradients. A field experiment is performed to evaluate the performance of the proposed approach. K values at 2-, 4-, 7.5-, and 12.5-cm depths are estimated with the new approach. The results show that in-situ K estimates vary with time following changes in soil water content, and the K-water content relationship changes with depth due to the difference in bulk density. In-situ estimated K-matric potential curves agree well with those measured in the laboratory. In-situ K estimates also show good agreement with the Mualem-van Genuchten model predictions, with an average root mean square error in log(10) (K, mm h(-1)) of 0.54 and an average bias of 0.17. The new approach provides reasonable in-situ K estimates and has potential to reveal the influences of natural soil conditions on hydraulic properties as they change with depth and time.
机译:表面土壤的不饱和液压导电性(k)随着空间和时间而大大变化,对于许多生态,农业和水文应用具有重要意义。通常,在实验室中测量k,或者更常见,预测使用土壤保水曲线和饱和液压导电性预测。在该领域中,K可以通过渗透实验确定。然而,这些方法都不能够在细深尺度上连续监测k原位。在这项研究中,我们提出并研究了在现场条件下连续估计细深度级K动态的方法。用热脉冲法测量近表面土壤层中蒸发速率和储水中的储水变化。然后,估计土壤层下边界的水磁通密度从蒸发速率,储水过程变化,以及使用简单的水平衡方法的降雨或灌溉速度。最后,使用来自水通量密度的白金汉达西方程和测量的水势梯度来源于不同土壤深度的k值。进行现场实验以评估所提出的方法的性能。用新方法估计2-,4-,7.5-和12.5cm深度的k值。结果表明,原位K估计随着土壤含水量变化而随时间而变化,并且由于散装密度的差异,k水含量关系随深度而变化。原位估计的K-Matric潜在曲线与实验室中测量的那些相同。原位K估计也与Mualem-Van Genuchten模型预测显示了良好的一致性,LOG(10)(k,mm h(-1))的平均根均方误差为0.54,平均偏置为0.17。新方法提供了合理的原位K估计,并且有可能在深度和时间变化时揭示天然土壤条件对液压性能的影响。

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