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A DRAIN-SPACING EQUATION THAT TAKES THE HORIZONTAL FLOW IN THE

机译:沿水流水平方向流动的排水间距方程

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摘要

Most drain spacing calculations do not take the horizontal flow in the unsaturated zone above the groundwater table into consideration. In this paper, a solution is presented that includes the contribution of unsaturated flow above the groundwater table. Drain spacing calculated with the newly derived equation is compared to that calculated with the Hooghoudt equation and the two-dimensional Hydrus-2D model. Results show that drain spacing calculated with the new equation results in a wider value. The effects are most pronounced for tiles located close to the impervious layer, particularly in coarse, sandy soils. These effects rapidly decrease if the depth of the impervious layer increases. The effect of the unsaturated zone flow contribution is limited to sandy soils, for low infiltration ratios and tiles placed on top of an impervious layer. The maximum increase in drain spacing calculated by the new formula is about 30% higher, suggesting that inclusion of the contribution of the unsaturated zone flow in the computation of drain spacing may result in greater economy in the design of subsurface drainage systems. Moreover, the new equation is more general and is applicable for tiles lying on or far from an impervious layer
机译:大多数排水间距计算都没有考虑地下水位以上非饱和区的水平流。本文提出了一种解决方案,其中包括地下水位以上非饱和流的贡献。将使用新导出的方程式计算的漏极间距与使用Hooghoudt方程式和二维Hydrus-2D模型计算的漏极间距进行比较。结果表明,使用新方程式计算的漏极间距可得到更大的值。对于位于不透水层附近的瓷砖,效果尤为明显,尤其是在粗糙的沙质土壤中。如果不透层的深度增加,则这些影响迅速减小。对于低渗透率和放置在不透水层顶部的瓷砖而言,非饱和区流动贡献的影响仅限于沙质土壤。通过新公式计算出的排水间距的最大增加量大约高出30%,这表明在排水间距的计算中包括非饱和带流动的贡献可能会导致地下排水系统的设计更加经济。而且,新的公式更为通用,适用于位于不透水层或远离不透水层的瓷砖

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