盛丰, 方娴静, 吴丹, 胡国华, 危润初, 谌宏伟. 灌溉水中悬浮固体对土壤水分入渗性能的影响[J]. 农业工程学报, 2019, 35(21): 98-106. DOI: 10.11975/j.issn.1002-6819.2019.21.012
    引用本文: 盛丰, 方娴静, 吴丹, 胡国华, 危润初, 谌宏伟. 灌溉水中悬浮固体对土壤水分入渗性能的影响[J]. 农业工程学报, 2019, 35(21): 98-106. DOI: 10.11975/j.issn.1002-6819.2019.21.012
    Sheng Feng, Fang Xianjing, Wu Dan, Hu Guohua, Wei Runchu, Shen Hongwei. Effects of suspended solids in irrigation water on soil water infiltration[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2019, 35(21): 98-106. DOI: 10.11975/j.issn.1002-6819.2019.21.012
    Citation: Sheng Feng, Fang Xianjing, Wu Dan, Hu Guohua, Wei Runchu, Shen Hongwei. Effects of suspended solids in irrigation water on soil water infiltration[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2019, 35(21): 98-106. DOI: 10.11975/j.issn.1002-6819.2019.21.012

    灌溉水中悬浮固体对土壤水分入渗性能的影响

    Effects of suspended solids in irrigation water on soil water infiltration

    • 摘要: 为揭示再生水和多泥沙质河水中的悬浮固体颗粒对土壤水分入渗性能的影响,该文通过室内灌水入渗试验,研究了灌溉水悬浮固体浓度(0、1.0、5.0和10.0 g/L)、灌水频率(1 d 1次、2 d 1次、4d 1次)、含悬浮固体灌溉水-清水交替灌溉模式(纯含悬浮固体灌溉水灌溉、含悬浮固体灌溉水-清水交替灌溉)条件下受灌土壤容重、孔隙率、悬浮固体沉积量、地表入渗性能以及入渗水流运动非均匀特征的变化规律。结果表明,当灌水中的悬浮固体浓度由0增大到10.0 g/L时,受灌土壤容重增大、孔隙率减小、地表入渗能力降低,优先流通道整体弯曲系数由4.31增大到11.18;灌溉定额相同条件下,当灌水频率由1d 1次下降到4 d 1次时,表层土壤容重增大、孔隙率降低,诱发土壤分层,优先流通道整体弯曲系数由7.78增大到12.12;含悬浮固体灌溉水-清水交替灌溉可降低土壤容重、增大孔隙率、减小悬浮固体沉积量、提高地表入渗能力、降低入渗水流运动的非均匀性,但高频率的清水淋洗作用仅使悬浮固体的最大迁移深度增加了5 cm。研究成果对再生水和多泥沙质河水农田灌溉制度设计具有参考价值。

       

      Abstract: Abstract:Reclaimed water and sediment-laden river water for the farmland irrigation play an important role to alleviate the crisis of global freshwater and the shortage of agricultural water resources. The suspended solid particles in these bodies of water can change the structure properties of the irrigated soil, and characteristics of water flow, thereby to increase the management steps for irrigation and fertilization, and the risk for the contamination of groundwater system. In this paper, the irrigation experiments in the laboratory were carried out on the sand columns that filled by hand, under the different concentration of the suspended solid particles in the irrigation water, 0, 1.0, 5.0 and 10.0 g/L, the irrigation frequencies (irrigated every day, once every two days, and once every four days), as well the different irrigation schedules for the suspended solids-laden water and freshwater (irrigated with the suspended solids-laden water only, or with the suspended solids-laden water and freshwater alternatively). The infiltration time of the applied water to fully infiltrate into the sand column was measured to study the effect of the suspended solid particles in the irrigation water on the infiltrability of soil surface. After irrigation, Methylene Blue with the concentration of 10 g/L was used to illustrate the preferential flow patterns under the different infiltration conditions. After the Methylene Blue solution applied to the sand column surface for 48 h, the preferential flow patterns were obtained, and then photographed from the four sides and the excavated horizontal soil layers at the different depths for each experiment, in order to study the effects of suspended solid particles in the irrigation water on the preferential flow characteristics in the irrigated soil. The undisturbed soil cores were also collected from the stained regions of the excavated horizontal profiles at the different depths in each experiment to find the effects of suspended solid particles in irrigation water on the bulk density of soil, porosity and the deposition of suspended solids. The results demonstrated that, 1) the suspended solid particles in the applied water mainly deposited in the upper layer of the irrigated soil; 2) the higher concentration of the suspended particles in the irrigation water can result in the irrigated soil with the greater bulk density of soil, smaller porosity, worse surface infiltrability, and stronger preferential flow behavior with bending coefficient of preferential flow in the 4 sides of sand column and of preferential flow in the whole sand column increased from 2.49 and 4.31 to 3.55 and 11.18, respectively, as the concentration of suspended solids in irrigation water increased from 0 to 10 g/L; 3) the low concentration of suspended solids in the irrigation water also increased the preferential flow heterogeneity, but the surface infiltrability was not changed; 4) the lower irrigation frequency with the higher amount of irrigation can lead to more suspended solids accumulating in the surface of the soil layer, indicating increase in the soil bulk density and decrease in the porosity due to the soil stratification and strong preferential flow behavior with bending coefficient of preferential flow in the 4 sides of sand column and of preferential flow in the whole sand column increased from 3.10 and 7.78 to 3.83 and 12.12, respectively, as the irrigation frequency decreased from once a day to once every four days; 5) the higher irrigation frequency with the lower irrigation quota can lead to more suspended solids that transferred to the deeper soil layer, and thereby to alleviate the soil stratification and preferential flow behavior; 6) the alternative irrigation with the suspended solids-laden water and freshwater reduced the soil bulk density and preferential flow behavior, alleviated the suspended solid deposition, while increased porosity and surface infiltrability. But it was difficult to flush the applied suspended solid particles down to the deeper soil layer to prevent the soil compaction as the suspended solids transmitting depth only increased 5 cm under the alternative irrigation with suspended sediment-laden water and freshwater each day compared to those irrigated with suspended solids-laden water only. This finding can made great contribute to the schedule design for the irrigation of the reclaimed water and solids-laden river water.

       

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