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Efficiency of old tile drain systems in soils with high clay content: differences in the trench backfill zone versus the zone midway between trenches.

机译:粘土含量高的土壤中旧瓷砖排水系统的效率:沟槽回填区与沟槽间中段的差异。

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This study was carried out in order to check the efficiency in water transport capacity in the trench backfill zone (IT) in 2-45-year-old tile drains, and the differences between IT and the zone midway between trenches (BT) in field-saturated steady-state infiltration rate (Ifs) and saturated hydraulic conductivity (Ks). At seven sites with high clay content, Ifs was recorded in situ in large rings (1 m diameter) and at the same time small cores (7.2 cm in diameter) were sampled to measure Ks in the laboratory. There were large differences in drainage efficiency between the disturbed trench backfill zone and the undisturbed zone midway between trench lines. Ifs and Ks values were in almost all cases larger in IT than in BT. Differences between the plough sole and subsoil, for both Ifs and Ks, were more evident in BT than in IT. The positive effect above the drainpipes, indicating that macropore connectivity was superior in IT, was evident for as long as 45 years after the installation of drainpipes. In BT, Ifs and Ks ranged within approximately equal values. In IT, however, Ifs ranged at larger values than Ks. In modelling these kinds of soils, it may be considered whether water transport during heavy rain events should be characterized by a quick onset of water flow in drainpipes caused by the more permeable soil in the backfill trench, and a subsequent slower and more continuous transport of water from the zone between trenches, and in what way the drain water quality is influenced by this..
机译:进行这项研究的目的是检查具有2-45年历史的瓷砖排水沟中的沟槽回填区(IT)的输水能力效率,以及田间IT与沟渠中间区域(BT)之间的差异。 -饱和稳态渗透率(Ifs)和饱和导水率(Ks)。在七个粘土含量高的位置,在大环(直径1 m)中现场记录Ifs,同时在实验室中取样小岩心(直径7.2 cm)以测量Ks。扰动的沟槽回填区与沟槽线中间的未扰动区之间的排水效率差异很大。在几乎所有情况下,IT中的if和Ks值都比BT中的大。 IF和Ks的犁底和底土之间的差异在BT中比在IT中更为明显。在排水管安装后长达45年的时间里,排水管上方的积极作用表明,大孔连通性在IT方面更为出色。在BT中,If和Ks的范围大约相等。但是,在IT中,If的取值范围大于Ks。在对这些类型的土壤进行建模时,可以考虑在大雨期间水的输送是否应以回水沟中较易渗透的土壤引起的排水管中水流的快速开始为特征,以及随后缓慢而连续地输送水的特征。沟槽之间区域的水,以及排水方式如何影响排水水质。

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