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首页> 外文期刊>Journal of Hydrology >Predicting near-saturated hydraulic conductivity in urban soils
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Predicting near-saturated hydraulic conductivity in urban soils

机译:预测城市土壤中近饱和液压导电性

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Pedotransfer functions (PTFs) provide point predictions of soil hydraulic properties from more readily measured soil characteristics, yet uncertainties and biases in measurement methods, sampling distributions, and boundary conditions can limit accuracy when estimating near-saturated hydraulic conductivity (Kn). These limitations may be particularly problematic in understudied urban landscapes that often contain altered hydraulic properties. To better treat deficiencies in PTF performance, we addressed three objectives, which were to: 1) develop PTFs to predict urban Kn, 2) assess bulk density and coarse fragments as explanatory variables; and 3) evaluate the predictive capability of these PTFs by comparing their output to measured hydraulic conductivity values from three other studies of urban soil hydraulics. We used artificial neural networks (ANN) and random forest (RF) approaches to predict urban Kn, with the training dataset including 307 tension infiltrometer tests and other measurements drawn from urban soil assessments in 11 U.S. cities. The PTFs utilized a hierarchy of inputs, starting with percentage sand, silt, clay, and then adding percentage coarse fragments and bulk density. The ANN models performed similar to the RF models, and all models exhibited similar or better predictive performance as models results collected from published articles. The inclusion of bulk density or coarse fragments did not improve accuracy over soil texture alone. Possible reasons for this result include low correlation between Kn and bulk density and the exclusion of large voids during flow measurements with tension infiltrometers. The models have been made available as an open-source software package to encourage adoption by users working in urban systems.
机译:Pedotransfer函数(PTF)根据更容易测量的土壤特性提供土壤水力特性的点预测,但测量方法、采样分布和边界条件中的不确定性和偏差可能会限制估算近饱和导水率(Kn)的准确性。这些限制可能在未经研究的城市景观中尤其有问题,因为这些景观通常包含改变的水力特性。为了更好地处理PTF性能方面的缺陷,我们提出了三个目标:1)开发PTF以预测城市Kn,2)评估体积密度和粗碎片作为解释变量;3)通过将这些PTF的输出与其他三项城市土壤水力学研究中测得的导水率值进行比较,评估这些PTF的预测能力。我们使用人工神经网络(ANN)和随机森林(RF)方法预测城市Kn,训练数据集包括307个张力渗透仪测试和来自美国11个城市的城市土壤评估的其他测量。PTF利用了一系列输入,从百分比砂、淤泥、粘土开始,然后添加百分比粗碎屑和体积密度。ANN模型的性能与RF模型相似,所有模型的预测性能与从已发表文章中收集的模型结果相似或更好。仅在土壤质地上,容重或粗碎屑的加入并不能提高精度。产生这一结果的可能原因包括Kn和体积密度之间的相关性较低,以及在使用张力渗透仪进行流量测量时排除了大空隙。这些模型已作为开源软件包提供,以鼓励在城市系统工作的用户采用。

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