张翼夫, 李洪文, 胡红, 王宪良, 陈婉芝. 打孔灌沙促进漫灌下盐碱土水分下渗提高脱盐效果[J]. 农业工程学报, 2017, 33(6): 76-83. DOI: 10.11975/j.issn.1002-6819.2017.06.010
    引用本文: 张翼夫, 李洪文, 胡红, 王宪良, 陈婉芝. 打孔灌沙促进漫灌下盐碱土水分下渗提高脱盐效果[J]. 农业工程学报, 2017, 33(6): 76-83. DOI: 10.11975/j.issn.1002-6819.2017.06.010
    Zhang Yifu, Li Hongwen, Hu Hong, Wang Xianliang, Chen Wanzhi. Punching and filling sand method increasing water infiltration and desalting rate of saline-alkali soil under flooding irrigation[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2017, 33(6): 76-83. DOI: 10.11975/j.issn.1002-6819.2017.06.010
    Citation: Zhang Yifu, Li Hongwen, Hu Hong, Wang Xianliang, Chen Wanzhi. Punching and filling sand method increasing water infiltration and desalting rate of saline-alkali soil under flooding irrigation[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2017, 33(6): 76-83. DOI: 10.11975/j.issn.1002-6819.2017.06.010

    打孔灌沙促进漫灌下盐碱土水分下渗提高脱盐效果

    Punching and filling sand method increasing water infiltration and desalting rate of saline-alkali soil under flooding irrigation

    • 摘要: 针对现有盐碱土改良措施工程量大,农业生产成本高等问题,提出打孔灌沙的盐碱土防治措施。该文以天津滨海盐碱土为研究对象,通过野外小区灌溉试验,研究在灌溉条件下打孔灌沙对盐碱土水盐运移规律的影响,旨在探索打孔灌沙减少盐碱地表层积盐的可行性。试验设计3种灌溉量(600、900和1 200 m3/hm2),3种打孔深度(5、10和15 cm)和3种打孔密度(30、60和90 孔/m2),并以无打孔灌沙处理为对照组(CK)。结果表明:灌溉量影响盐碱土洗盐效果,在600~1 200 m3/hm2灌溉量处理下,灌溉量越大,表层土壤脱盐效果越好。同时,打孔灌沙能够促进水分下渗,提高脱盐效果,在1 200 m3/hm2灌溉量下,灌后25 d,打孔深度≥10 cm时较CK降低表层0~30 cm土壤水分8.7%~16.1%,提高脱盐总量50.7%~98.8%。打孔密度增加能够促进脱盐效果,但随打孔深度而不同。打孔深度≤10 cm时,30和60 孔/m2打孔密度处理间脱盐总量差异不显著(P>0.05)。打孔深度为15 cm时,60和90 孔/m2打孔密度处理间脱盐总量差异不显著(P>0.05)。考虑到过深的打孔深度处理会降低打孔灌沙效率、提高配套打孔灌沙机具的研发难度,结合试验区农艺规范,推荐10 cm打孔深度、30 孔/m2打孔密度作为合适的打孔灌沙处理方案,该研究可为滨海区盐碱土的开发利用提供新的思路和方法。

       

      Abstract: Abstract: The purpose of improving saline-alkali soil is to enhance soil physical and chemical properties, benefit crop growth, and ultimately realize high efficient and productivity. However, the current improving methods are faced with challenges of heavy workload, high cost, etc., which limit the promotion and application of saline-alkali soil at a large scale. In order to overcome above shortages, a modified method named punching and filling sand (PFS) was proposed. This research aimed at studying the influence of PFS method on water and salt transport process by irrigation experiments, and exploring the feasibility of PFS as an efficient measure of desalinization. The PFS method was divided into 2 steps, firstly punching vertical holes in the experiment fields, and secondly filling sand into the holes. From May to June in 2016, a series of irrigation experiments were carried out, and the experimental field was located at Shiji Countryside Cooperative in Zhongtang town, Binhai district, Tianjin (38°46′N, 117°13′E). The experimental site belonged to the coastal saline-alkali soil area, which was typical in northern China. The soil in experimental site was classified as coastal solonchak with a bad structure and permeability. Under 3 kinds of irrigation amount (600, 900 and 1 200 m3/hm2) condition, 3 kinds of punching depth (5, 10, and 15 cm, respectively) and 3 kinds of punching density (30, 60, and 90 holes/m2, respectively) were considered as 2 independent variables in the experimental design (3 replicates). Meanwhile, the irrigation experiments without punching treatment were also tested as the control group (CK). The outer diameter of the punching tube was 16 mm. Soil samples were respectively collected after 5, 10, 15, 20 and 25 days of irrigation, i.e. the duration of each monitoring period was 25 days. The soil water content was determined by oven drying method and the soil salinity was measured by a DDS-11A type conductivity meter. The results showed that the desalinization rate increased with the increasing of irrigation amount. After 25 days, in 600 m3/hm2 irrigation amount condition, the desalinization rate of 0-30 cm soil layer was negative (from -11.5% to ?6.9%), and in 1 200 m3/hm2 irrigation amount condition, the desalinization rate of 0-30 cm soil layer was positive (2.2%-14.3%). The PFS method affected water infiltration, after 25 days of 1200 m3/hm2 irrigation, ≥10 cm punching depth treatment decreased water storage of 0-30 cm soil layer by 8.7%-16.1% (P<0.05), compared with CK (without punching treatment). In addition, compared with CK, the PFS method with ≥10 cm punching depth treatments increased total desalinization amount by 50.7%-98.8% in top 0-30 cm soil layer after 25 days of irrigation. The punching density had no significantly influence on water storage under the same punching depth (P>0.05). However, the total desalination amount was greatly affected by the punching density. At the punching depth of 5 and 10 cm, the punching density of 30 and 60 holes/m2 was not significantly (P>0.05) different in total desalination amount, and the total desalination amount of both treatments was lower than that at 90 holes/m2 (P<0.05). However, at the punching depth of 15 cm, the total desalination amount for the punching density of 90 and 60 holes/m2 was not significantly different (P>0.05) but significantly higher than that at 30 holes/m2 (P<0.05). The results indicated that the PFS method affected water and salt transport significantly, and the PFS method had been proved to be an effective measure to improve coastal saline land in northern China. Considering current agricultural machinery equipment and local agronomic standard, 10 cm punching depth and 30 holes/m2 punching density were recommended as an adaptable PFS project. This study can provide valuable information for the agricultural practice of farmland in coastal saline-alkali soil area.

       

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