土壤水动力弥散系数的室内测定
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* 中国长江三峡工程开发总公司项目SX(97)-11-14;国家重点基础研究发展规划项目G1999011803资助


IN-LAB DETERMINATION OF SOIL HYDRODYNAMIC DISPERSION COEFFICIENT
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    摘要:

    用粉砂壤土进行了室内非饱和水动力弥散试验,依据质量守恒原理,推导了水动力弥散系数的计算公式,根据垂直土柱法测定的土壤水盐动态数据,计算了非饱和粉砂壤土的水动力弥散系数,并建立了该土壤水动力弥散系数与孔隙流速之间的关系.该方法物理概念清楚,计算公式简单实用,使用常规仪器就可测定.

    Abstract:

    A hydrodynamic dispersion experiment was done on unsaturated silt loam. Depending on the mass conservation law, formulas to calculate the coefficient of hydrodynamic dispersion were developed. Based on the data of soil water and salt regime measured from the upright soil column, the hydrodynamic dispersion coefficient was calculated, and the relation ship between the hydrodynamic dispersion coefficient and the average pore water velocity was built up. This approach has a clear concept of physics, and the formulas are simple and practical. It can be done with common ap paratus.

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邵爱军,刘广明,杨劲松.土壤水动力弥散系数的室内测定[J].土壤学报,2002,39(2):184-189. DOI:10.11766/trxb200004070206 Shao Ai-jun, Liu Guang-ming, Yang Jing-song. IN-LAB DETERMINATION OF SOIL HYDRODYNAMIC DISPERSION COEFFICIENT[J]. Acta Pedologica Sinica,2002,39(2):184-189.

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  • 收稿日期:2000-04-07
  • 最后修改日期:2000-07-28
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  • 在线发布日期: 2013-02-25
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