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首页> 外文期刊>Journal of Hydrology >Water-table shapes and drain flow rates in shallow drainage systems
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Water-table shapes and drain flow rates in shallow drainage systems

机译:浅排水系统的地下水位形状和排水流量

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A relationship between drain Row rate, elevation and shape of the water-table and recharge intensity in shallow drainage systems is developed. From an analytical spatial integration of the Boussinesq equation in transient conditions, drain flow rates are shown to be the sum of three terms; the first one is proportional to the maximum water-table elevation and more generally to the steady state flow rate at the same water-table elevation; the second one is a fraction of the recharge rate of the water-table depending on the water-table shape; the third one accounts for possible changes in water storage in the water-table due to its shape changes. Drain flow rates in shallow drainage systems are shown to be fully predicted by one unique variable that is a function of a combination of the hydraulic conductivity (K), the drainable porosity (f), and the drain spacing (2L), namely sigma = K/f(2)L(2). This variable also determines the dynamics of changes in the water-table shape and in turn the respective parts of the three terms in the equation. It is shown that drainage systems with values of sigma > 1 m(-1) h(-1) respond very fast to recharge events: water-table shape changes occur very quickly so that the third component of the drain Row can be neglected; in that case, the equation results in a simplified analytical relationship. The reliability of the complete and simplified equations to predict drain flow rates in transient conditions is discussed in relation to in situ measurements. (C) 2000 Elsevier Science B.V. All rights reserved. [References: 27]
机译:建立了浅排水系统排水排量,水位高低和地下水位形状与补给强度之间的关系。从瞬态条件下Boussinesq方程的空间分析积分看,排水流速显示为三个项的总和。第一个与最大水位高度成正比,更一般地说,与相同水位高度下的稳态流量成正比;第二个是水位补给率的一部分,取决于水位形状。第三个解释了由于其形状变化而引起的地下水位中储水量的可能变化。浅层排水系统中的排水流量显示出是由一个唯一变量完全预测的,该变量是水力传导率(K),可排水孔隙率(f)和排水间隔(2L)的组合,即sigma = K / f(2)L(2)。该变量还确定了地下水位形状变化的动力学,进而确定了方程式中三项的各个部分。结果表明,sigma> 1 m(-1)h(-1)值的排水系统对补给事件的响应非常快:地下水位形状变化很快,因此可以忽略排水排的第三个组成部分。在这种情况下,该方程式简化了解析关系。结合现场测量,讨论了在瞬态条件下预测排水流量的完整简化方程的可靠性。 (C)2000 Elsevier Science B.V.保留所有权利。 [参考:27]

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