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Relative water uptake rate as a criterion for trickle irrigation system design: I. Coupled source-sink steady water flow model.

机译:相对吸水率作为滴灌系统设计的标准:I.源-汇耦合稳态水流模型。

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We have developed a new modeling approach for designing the geometry of trickle irrigation systems: root water uptake rate is treated as the unknown, i.e., sought after, quantity. It is determined from solutions to the linearized, steady-water-flow problem that describes the interaction between surface point (or line) sources and subsurface point (or line) sinks. We postulate that a sink that creates a maximum allowable suction defines an upper bound to the relative water uptake, and propose to use this upper bound as a design criterion. In the basic scenarios of a coupled source and sink, as few as three system parameters - the soil sorptive number (inverse of the sorptive length) and the depth and radius of the conceived rooting zone - can be sufficient to characterize the competition between root water uptake and deep percolation processes. In its dimensionless form, the proposed water uptake model is general for all soil types and all source-sink geometries. Evaporation is taken into account in the basic solutions for a source-sink couple with matric-flux-potential-dependent evaporative water flux at the soil surface. Local resistance can be incorporated into the model by adding a skin resistance at the soil-sink interface. In addition to evaluating the relative water uptake rate, we also plotted contours of constant matric flux potential (pressure head and saturation degree) and streamlines, including the dividing streamlines that delineate the water capture zone and separate it from the deep percolation zone and the evaporation zone. Using computations, we elucidated the effects of the above system parameters on the relative water uptake rate and water flow patterns for three- and two-dimensional systems; these computations describe single drippers, drip tapes, and drip lines with closely spaced drippers.Digital Object Identifier http://dx.doi.org/10.2136/sssaj2009.0338
机译:我们已经开发出一种新的建模方法来设计滴灌系统的几何形状:将根系吸水率视为未知量,即被寻求的数量。它是由线性,稳态水流问题的解决方案确定的,该问题描述了表面点(或线)源与地下点(或线)汇之间的相互作用。我们假设产生最大允许吸力的水槽定义了相对吸水量的上限,并建议使用该上限作为设计标准。在源汇和汇汇的基本方案中,只有三个系统参数-土壤吸附数(吸附长度的倒数)和设想生根区的深度和半径-足以表征根水之间的竞争吸收和深层渗透过程。在无量纲形式下,建议的水吸收模型适用于所有土壤类型和所有源汇几何。在基本解决方案中,考虑了源汇与土壤表层上依赖于矩阵通量势的蒸发水通量的蒸发。通过在土壤-水槽界面处添加皮肤电阻,可以将局部电阻合并到模型中。除了评估相对吸水率之外,我们还绘制了恒定基质通量势(压头和饱和度)和流线的轮廓线,包括描绘水捕获区并将其与深层渗滤区和蒸发区分开的划分流线。区。通过计算,我们阐明了上述系统参数对三维系统的相对吸水率和水流模式的影响。这些计算描述了单个滴头,滴头带和滴头间距很近的滴头线。数字对象标识符http://dx.doi.org/10.2136/sssaj2009.0338

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