Ikoyi Israel, Schmalenberger Achim
Department of Biological Sciences, School of Natural Sciences, University of Limerick, Ireland.
Department of Mathematics and Statistics, School of Natural Sciences, University of Limerick, Ireland.
Bio Protoc. 2021 Jan 20;11(2):e3884. doi: 10.21769/BioProtoc.3884.
Researchers face a number of challenges in the construction of soil columns which can affect the outcome of their experiments. The use of intact soil cores closely mimics actual field conditions. However, the excavation of large intact soil cores is a time-consuming, labor-intensive process and may lead to soil compaction that would influence the solute transport behavior of the soil column. Repacked soil columns are used as an option to circumvent these challenges of intact soil cores. However, repacked soil columns also have their limitations and introduce other challenges. Here, we present a step by step procedure for the design of repacked soil columns to achieve a realistic bulk density, prevent preferential flow paths, and ensure hydraulic connectivity between soil layers. This protocol will be beneficial to Soil Scientists, Hydrologists and other Environmental Scientists utilizing repacked soil columns.
研究人员在构建土柱时面临许多挑战,这些挑战可能会影响实验结果。使用原状土芯能紧密模拟实际田间条件。然而,挖掘大型原状土芯是一个耗时、费力的过程,且可能导致土壤压实,进而影响土柱的溶质运移行为。作为一种选择,可使用重新装填的土柱来规避原状土芯的这些挑战。然而,重新装填的土柱也有其局限性,并带来其他挑战。在此,我们提出了一个设计重新装填土柱的分步程序,以实现实际的容重,防止优先流路径,并确保土层之间的水力连通性。该方案将对利用重新装填土柱的土壤科学家、水文地质学家和其他环境科学家有益。