重力式地下滴灌点源入渗特征的数值模拟与验证
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国家自然科学基金(50479052);教育部青年教师资助计划课题(2003—108);西北农林科技大学青年学术骨干计划资助课题


Numerical Simulation and Validation of Soil Water Movement Under Gravity Subsurface Drip Irrigation from Point Source
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    摘要:

    基于非饱和土壤水动力学理论,建立了重力式地下滴灌条件下土壤水分运动轴对称三维数值模拟模型,利用Galerkin有限元法进行了数值模拟。通过试验对比验证,表明所建模型可以用于分析地下滴灌土壤水分入渗规律,具有较高的精度。对不同灌水技术要素条件下的地下滴灌湿润特征及入渗规律进行了数值模拟。结果表明,在相同灌水量下,供水压力与滴孔孔径对湿润圈影响微弱,重力式地下滴灌管道设计时可以不考虑其影响,但它对滴孔出流量影响较大,而其它因素对滴孔出流量的影响微弱。因此在地下滴灌管道设计时,只需根据田块长度和渗水管损失设计孔径和供水压力,并可选择较小的供水压力;在相同灌水量情况下,管道埋深对湿润圈具有较明显的影响,应按田间实际进行合理选择,这些结论可为地下滴灌合理的设计及运行提供理论依据。

    Abstract:

    Based on the theory of unsat urated soil water dynamics, a three-dimensional axisymmet ric model is set up to simulate soil water movement under gravity subsu rface drip irrigation(SDI).Soil water movement is simulated with the aid of Galerkin finite element method and the model is testified wit h experiments.The result shows that this model can be used to simulate soil water infilt ration process wit h higher accuracy u nder SDI.Wetting pattern and infiltration process are simulated concerning different irrigation technique factors.Under the same irrigation quantity, pressure head and emitter diameters have a minute eff ect on the wetting distribution pattern and so they can be ignored in the process of SDI pipe design, while they have a significant impact on the emitter effluent.During t he SDI pipe design, the emitter diameter and water pressure head can be determined according to the field lengt h and t he water loss of infiltration pipe.Moreover, the lower pressure can be adopted.The pipe depth has conspicuous influence on wetting distribu tion pattern and so its de- sign can be based on the field practical situation.All t he conclusions can provide a theoretical basis for rea- sonable gravity SDI design and operation.

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李娟,马孝义,甘学涛,康银红.重力式地下滴灌点源入渗特征的数值模拟与验证[J].水土保持通报,2007,(6):95-101

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  • 收稿日期:2007-04-23
  • 最后修改日期:2007-05-30
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  • 在线发布日期: 2014-12-16
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