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含残膜紫色土土壤水分特征曲线及模型分析
引用本文:蒋文君,汪时机,李贤,李达. 含残膜紫色土土壤水分特征曲线及模型分析[J]. 排灌机械工程学报, 2021, 39(8): 844-850. DOI: 10.3969/j.issn.1674-8530.19.0202
作者姓名:蒋文君  汪时机  李贤  李达
作者单位:西南大学工程技术学院,重庆400715
基金项目:国家自然科学基金;中央高校基本科研业务费专项
摘    要:为探究残膜对紫色土土壤水分特征曲线的影响规律,设置了5组残膜量(0,90,180,360,720 kg/hm2),通过压力膜仪测定含残膜紫色土土壤水分特征曲线,并利用RETC软件结合统计分析方法确定最优模型.结果表明:残膜会降低紫色土持水性,减小容水度,降低土壤供水能力,含残膜土与纯土的含水率、容水度差异显著,在土壤水...

关 键 词:残膜  紫色土  孔隙  土壤水分特征曲线  模型分析
收稿时间:2020-12-06

Soil moisture characteristic curve and model analysis of purple soil with residual plastic film
JIANG Wenjun,WANG Shiji,LI Xian,LI Da. Soil moisture characteristic curve and model analysis of purple soil with residual plastic film[J]. Journal of Drainage and Irrigation Machinery Engineering, 2021, 39(8): 844-850. DOI: 10.3969/j.issn.1674-8530.19.0202
Authors:JIANG Wenjun  WANG Shiji  LI Xian  LI Da
Affiliation:College of Engineering and Technology, Southwest University, Chongqing 400715, China
Abstract:In order to explore the influence of residual plastic film on the soil-water characteristic curve of purple soil, 5 sets of residual plastic film amount(0,90,180,360,720 kg/hm2)were set. The soil-water characteristic curve of purple soil with residual plastic film during dehumidification was measured by pressure film apparatus. RETC software and statistical analysis were used to determine the optimal fitting model. The results show that the residue plastic film reduces the water holding capacity of purple soil, water capacity of purple soil and soil water supply capacity. There are significant diffe-rences in water content and water capacity between the treatment with residual plastic film and that with pure soil. When the soil water suction is 400kpa, the soil moisture of the 720 kg/hm2 residual plastic film treatment(LS5)is 86.36% of the non-residual plastic film treatment(LS1). As the amount of residual plastic film increases, the proportion of equivalent pore volume in the low suction section(mainly draining soil water from large pores)increases, while the proportion of equivalent pore volume in the high suction section(mainly draining soil water from medium and small pores)decreases. Compared with LS1 treatment, the macropores of LS5 treatment accounted for nearly 16% increase. Model fitness analysis shows that the best fitting model of the purple soil with residual plastic film is VGM(m,1/n), and the unsaturated hydraulic conductivity mode of the best model is Mualem mode. The results can provide a reference for the influence of residual plastic film on the migration of purple soil, water and salt in the southwestern area.
Keywords:residual plastic film  purple soil  porosity  soil-water characteristic curve  model analysis  
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