应用HYDRUS-1D模拟砂质夹层土壤入渗特性  

Simulation of Infiltration Characteristics in Soil with Sand Interlayer Using HYDRUS-1D

作　　者：范严伟[1,2] 黄宁[2] 马孝义[3] 毕贵权[1] 赵文举[1] 

机构地区：[1]兰州理工大学能源与动力工程学院,兰州730050 [2]西部灾害与环境力学教育部重点实验室/兰州大学土木工程与力学学院,兰州730000 [3]西北农林科技大学旱区农业水土工程教育部重点实验室,陕西杨凌712100

出　　处：《土壤》2016年第1期193-200,共8页Soils

基　　金：国家自然科学基金项目(51409137;51269008);甘肃省自然科学基金项目(145RJYA293)资助

摘　　要：依据非饱和土壤水分运动理论,采用HYDRUS-1D软件,对砂质夹层土壤入渗特性进行数值模拟,分析各因素对砂质夹层土壤入渗规律的影响。结果表明:砂质夹层结构对土壤入渗特性有较大影响,具有暂时的阻水和减渗作用;湿润锋穿过砂层上界面后,入渗过程变为稳渗阶段,稳渗率主要受砂层质地、砂层埋深和压力水头影响,与土壤初始含水率和砂层厚度无关;砂质夹层土壤剖面水分分布不连续,上层土壤基本饱和,砂层土壤未饱和,土壤剖面含水率主要受砂层质地、砂层埋深和砂层厚度的影响。研究结果可为农业水资源利用及工程防渗技术提供理论依据。Based on the theory for water movement in non-saturated soil, the HYDRUS-1D was applied to simulate the infiltration characteristics of the soil with sand interlayer. The impacts of various factors on the infiltration of soil with sand interlayer was analyzed. The results showed that： sand interlayer structure has great effect on soil infiltration characteristics, with a temporary water-blocking and infiltration-reducing. The process of infiltration reached the steady infiltration stage when the wetting front passed through the upper interface of sand layer. The steady infiltration rate was affected by the sand layer texture, sand layer burial depth and pressure head, and not affected by the initial soil water content and sand layer thickness. Soil water distribution in profile of the soil with sand interlayer was not continuous, the soil of upper layer was basically saturated, and soil of sand layer was unsaturated. Soil profile moisture was mainly affected by sand layer texture, sand layer burial depth and sand layer thickness. The results obtained in present study will provide theoretical basis for agricultural water resource utilization and engineering seepage control technique.

关 键 词：砂质夹层 影响因素 入渗特性 数值模拟 HYDRUS-1D 

分 类 号：S152.7[农业科学—土壤学]