首页> 外文会议>World environmental and water resources congress >Variability of Furrow Infiltration and Irrigation Performance in a Macroporous Soil
【24h】

Variability of Furrow Infiltration and Irrigation Performance in a Macroporous Soil

机译:大孔土壤中沟灌入渗和灌溉性能的变化

获取原文

摘要

The study of spatial and temporal variations of infiltration in furrows is essential for the design and management of surface irrigation. A key difficulty in quantifying the process is that infiltration is dependent on the depth of flow, which varies along a furrow and with time. An additional difficulty is that under many field conditions, a large fraction of the infiltrated water flows through macropores. This study evaluates a proposed furrow infiltration model that accounts for both effects. Flow depth dependent infiltration is computed based on porous media flow theory. The macropore contribution is modeled as water that infiltrates instantaneously. Parameter estimation techniques were used to determine two of the model parameters, the hydraulic conductivity and the macroporosity term, and the Manning roughness coefficient. The methodology was tested using 30 furrow irrigation data sets collected in 6 furrows over 5 irrigation events. The analysis produced reasonable estimates for hydraulic conductivity relative to values reported in the literature. The estimated macroporosity term exhibited greater variation between irrigation events than between furrows during an event. Irrigation simulations were conducted with the estimated infiltration and roughness parameters. The observed irrigation measurements (advance, recession times, outflow rates, and flow depths) were simulated with reasonable accuracy for all events. Results show that the proposed furrow infiltration model can represent the infiltration process reasonably and that the proposed estimation procedure can yield consistent infiltration and hydraulic resistance parameters. Results also illustrate the large infiltration variability that can be encountered in furrow irrigated fields.
机译:研究犁沟入渗的时空变化对地表灌溉的设计和管理至关重要。量化过程的关键困难在于渗透取决于流量的深度,流量的深度会随沟渠和时间的变化而变化。另一个困难是,在许多田间条件下,很大一部分渗透水流经大孔。这项研究评估了一个拟议的犁沟入渗模型,该模型考虑了这两种效应。基于渗流深度的渗流是基于多孔介质渗流理论计算的。大孔的贡献被建模为瞬时渗入的水。参数估计技术用于确定两个模型参数,即水力传导率和大孔隙率项,以及曼宁粗糙度系数。使用在5个灌溉事件中的6个犁沟中收集的30个犁沟灌溉数据集对方法进行了测试。相对于文献中报道的值,该分析产生了合理的水力传导率估计值。估计的大孔隙度项在一次灌溉事件之间表现出比在一次犁沟之间更大的变化。使用估计的入渗和粗糙度参数进行灌溉模拟。对于所有事件,以合理的精度模拟了观测到的灌溉测量值(前进,后退时间,流出速率和流量深度)。结果表明,所提出的犁沟入渗模型可以合理地代表入渗过程,并且所提出的估算程序可以产生一致的入渗和水力阻力参数。结果还表明,在沟灌场中可能会遇到较大的入渗变化。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号