期刊文献+

土壤非饱和导水率温度效应研究 被引量:2

Temperature Effect of Soil Unsaturated Water Conductivity
原文传递
导出
摘要 为计算黄土高原3种土壤不同温度下的非饱和土壤导水率,采用土壤水分动力学方法和数值模拟,利用室内试验分别对3种土壤在不同温度下的土壤水分特征曲线,湿润峰下渗速率以及湿润峰湿度与湿润剖面平均湿度的关系进行了定量研究。得到了以下结果:(1)建立了黄土高原3种土壤非饱和土壤导水率温度效应的定量模型:K(θ)=ΔTaθb+KTre,本模型为了解田间土壤水分的动态变化及评价土壤水分有效性提供了理论依据。(2)在已有模型的基础上,计算了不同含水量下,温度升高1℃所引起非饱和土壤导水率和土壤有效水的净增加量,并推导出更为直观的温度对土壤水分传导有效性影响的定量模型,可以直接计算不同温度下非饱和土壤导水率的温度效应。 In order to calculate the soil unsaturated conductivity of three different kinds of soil types on loess plateau under different temperature conditions,the quantitative experiments have studied the relations between characteristic curve and temperature factors, the relations between wetting front infiltrating speed,the water content of wetting front and average water content seperately.The results are described as follows:(1)Established three quantitative models in predicting unsaturated soil water conductivity of three soil types on loess plateau,K(θ)=ΔTaθb+KTre,and the models provided theoretical basis for finding out the dynamic change and appraising the availability of soil water.(2)Based on these models, the net increase of soil available water and soil unsaturated conductivity of different water content have been calculated with 1℃ increase of temperature and the clearer quantitative models of directly calculating temperature effect have been derived.
作者 冯浩 韩仕峰
出处 《土壤侵蚀与水土保持学报》 CSCD 北大核心 1997年第3期76-82,93,共8页
关键词 非饱和土壤导水性 温度效应 数值模拟 再分布法 土壤水分动力学 湿润锋 soil unsaturated conductivity temperature effect numerical simulation redistribution method
  • 相关文献

参考文献4

  • 1张富仓,硕士学位论文,1993年
  • 2张景略,土壤学报,1985年,22卷,4期,350页
  • 3邵明安,中国科学院西北水土保持研究所集刊,1985年,2期
  • 4缪林昌,仲晓晨,殷宗泽.膨胀土的强度与含水量的关系[J].岩土力学,1999,20(2):71-75. 被引量:208

共引文献207

同被引文献95

  • 1李应海,田军仓,马波.膜上灌入渗规律及水流运动特性试验研究[J].宁夏工程技术,2005,4(4):351-353. 被引量:4
  • 2Bishop A W. The principle of effective stress. Teknisk Ukeblad, 1959, 106 (39): 113-143.
  • 3Jennings J E B , Burland J B. Limitations to the use of effective stresses in unsaturated soils. Geotechnique, 1962, 12:125-144.
  • 4Burland J B. Some aspects of the mechanical behaviour of partly saturated soils. In: Aitchison G D ed. Moisture Equilibria and Moisture Changes in Soils Beneath Covered Areas. Sydeny: Butterworth, 1965. 270-278.
  • 5Aitchison G D. Soils properties, shear strength, and consolidation. In: Proc. 6th Int. Conf. SMFE. Toronto: University of Toronto Press, 1965. 319-321.
  • 6Matyas E L, Radhakrishna H S. Volume change characteristics of partially saturated soils . Gdotechnique, 1968, 18:432-448.
  • 7Brackley I J A. Partial collapse in unsaturated expansive clay. In: Proc. 5th Regional Conf. SMFE, South Africa, 1971. 23-30.
  • 8Frelund D G , Morgenstern N R. Stress state variables for unsaturated soils. Geotech Engng Div Am Soc Civ Engrs, 1977, 103(5): 447-466.
  • 9Coleman J D. Stress-strain relations for partly saturated soils. Correspondence to Gdotechnique, 1962, 12(4): 348-350.
  • 10Bishop A W, Blight G E. Some aspects of the effective stress in saturated and partially saturated soils. Geotechnique, 1963, 13(3): 177-197.

引证文献2

二级引证文献10

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部