Sepehrnia Nasrollah, Tabatabaei Sayyed-Hassan, Norouzi Hamdollah, Gorakifard Mohsen, Shirani Hossein, Rezanezhad Fereidoun
Institute of Soil Science, Leibniz Universität Hannover, Herrenhäuser Str. 2, D-30419 Hannover, Germany.
Department of Water Engineering, Faculty of Agriculture, Shahrekord University, Shahrekord, Iran.
Heliyon. 2021 May 25;7(5):e07038. doi: 10.1016/j.heliyon.2021.e07038. eCollection 2021 May.
Bacteria transport through soil is a complex process particularly when the cells are released from solid manures and co-transported with particles. This study focuses on understanding of the release from different particle fractions (0.25-, 0.5-, 1-, and 2-mm) of solid manure and evaluating different influent boundary conditions during cell release from manure and when a solid manure is applied to the soil. The 0.25-mm and 2-mm particle sizes resulted a greater cell release compared to 0.5-mm and 1-mm fractions ( < 0.05). The shape and magnitude of the cell release curves (CRCs) from the original manure bulk were mainly influenced by the two 0.25-mm and 2-mm fractions, respectively. The arithmetic mean for normalizing the CRCs and the time variable- based normalized CRCs for the manure-treated soil were the robust variables in evaluation of the experimental data. However, a single maximum bacteria concentration could provide the realistic dataset for the modeling process. Evaluation of the root-mean-squared-error and Akaike criterion showed that the two- and three-parametric models are recommended for simulating the cell release from solid manure in comparison with one parametric models. This study also suggests considering separate microbial release evaluations, with regards to influent concentration, for manure and manure-treated soils to propose best management practices for controlling bacteria pollution. Further research will reveal the key roles of different woody components and soluble material ratios for the various solid manures in bacteria release.
细菌在土壤中的传输是一个复杂的过程,尤其是当细胞从固体粪便中释放并与颗粒共同传输时。本研究的重点是了解固体粪便不同颗粒级分(0.25毫米、0.5毫米、1毫米和2毫米)的释放情况,并评估细胞从粪便中释放以及将固体粪便施用于土壤时不同的进水边界条件。与0.5毫米和1毫米级分相比,0.25毫米和2毫米的粒径导致更大的细胞释放量(P<0.05)。原始粪便整体的细胞释放曲线(CRC)的形状和幅度分别主要受两个0.25毫米和2毫米级分的影响。用于标准化CRC的算术平均值以及基于时间变量的粪便处理土壤的标准化CRC是评估实验数据的稳健变量。然而,单个最大细菌浓度可为建模过程提供实际数据集。均方根误差和赤池准则的评估表明,与单参数模型相比,推荐使用双参数和三参数模型来模拟固体粪便中的细胞释放。本研究还建议针对粪便和粪便处理土壤,考虑根据进水浓度进行单独的微生物释放评估,以提出控制细菌污染的最佳管理措施。进一步的研究将揭示不同木质成分和可溶物质比例对各种固体粪便细菌释放的关键作用。