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Experiment and analysis on flow rate of improved subsurface drainage with ponded water

机译:污水改善地下排水流量的试验与分析。

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An improved subsurface drainage with characteristics of less land occupied and reasonable flow rate drained was presented to overcome the disadvantage of small flow rate of conventional subsurface pipe drainage and adapt to the new challenge of agricultural drainage. Based on soil column experiment, the performance of improved subsurface drainage was discussed in saturated and unsaturated soil. During the experiment, five factors of filter width, soil medium, surface ponding depth, outflow condition and groundwater depth were considered. Then, drainage equation for improved subsurface drainage flow rate under conditions of surface ponding and homogeneous saturated soil was first proposed. The results indicated that improved subsurface drainage performed better in both saturated and unsaturated soil with surface ponding. Flow rates of improved subsurface drainage equaled to 2-3 times of that in conventional subsurface pipe drainage when filter width varied from 2 cm to 6 cm in completely saturated fine-sand medium. In addition, the greater the hydraulic conductivity gaps between filter and soil in a specific range, the more effective the improved subsurface drainage is. Besides, in case of large groundwater depth, improved subsurface drainage was still effective. When groundwater depth was 2 times of drain depth, improved subsurface drainage flow rate was comparable to 2 times of that in conventional subsurface pipe drainage in saturated fine-sand medium. The calculated flow rates matched well with the observed ones. The research results can provide technical support to the application of improved subsurface drainage. Meanwhile, it will be beneficial to enrich agricultural drainage technologies in China, which is of practical significance to ensure food safety and promote sustainable development of irrigated areas. (C) 2016 Published by Elsevier B.V.
机译:提出了一种改进的地下排水系统,具有占地面积少,排水量合理的特点,克服了传统地下管道排水流量小的缺点,适应了农业排水的新挑战。基于土柱试验,探讨了饱和和非饱和土壤改良地下排水的性能。在试验过程中,考虑了过滤器宽度,土壤介质,地表淤积深度,流出条件和地下水深度五个因素。然后,提出了在地表淤积和均质饱和土条件下改善地下排水流量的排水方程。结果表明,在有表层淤积的情况下,改良的地下排水在饱和和非饱和土壤中均表现更好。当过滤器的宽度在完全饱和的细砂介质中从2 cm变到6 cm时,改进的地下排水流量等于传统地下管道排水的2-3倍。另外,在特定范围内,过滤器和土壤之间的水力传导间隙越大,改善地下排水的效果越好。此外,在地下水深度较大的情况下,改善地下排水仍然有效。当地下水深度为排水深度的2倍时,改善的地下排水流速相当于饱和细砂介质中常规地下管道排水的2倍。计算出的流速与观察到的流速非常匹配。研究结果可为改进地下排水的应用提供技术支持。同时,有利于丰富我国的农业排水技术,这对于确保食品安全和促进灌区可持续发展具有现实意义。 (C)2016由Elsevier B.V.发布

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