土壌の物理性
Online ISSN : 2435-2497
Print ISSN : 0387-6012
熱と水の同時移動モデルによる土壌 凍結•融解過程の数値実験法 —土壌凍結•融解過程の解析に関する研究(I)一
陳 暁飛三野 徹堀野 治彦丸山 利輔
著者情報
ジャーナル フリー

1998 年 78 巻 p. 25-34

詳細
抄録
It is very important to elucidate the mechanism or mysteries in soil freezing and thawing processes, such as the actual situation of freezing or thawing fringe, the effect of initial water content on the maximum frozen depth, the role of each terms of heat balance under different conditions or different periods etc., for the correct understanding and prediction of freezing and thawing phenomena, the prevention of freeze injury, the use of freezing method, and the explication and control of mass transfer in soils as an environmental problem. However it is difficult to be practiced only by measurement method. Herein a numerical experiment method was made by the coupled heat and water transfer model to simulate both the freezing and thawing processes of soil under in situ boundary conditions for a long period and large scale. The dealing method of the ice formation and ice thawing plays a very important role in the simulation, because it affects the convergence and precision principally. Therefore a new method following the mechanism closely (without using any unreasonable or unrealistic assumption) was presented here, which made us possible to simulate especially the thawing process as well as the freezing process more sensitively and reasonably than any previous approach. The frozen or thawed depth was determined due to the definition of frozen soil but not the 0℃ line. All the numerical experiment results of freezing and thawing penetration, frost heave, temperature, liquid water content, ice content and soil particle content profiles at different time responded the mechanism of freezing and thawing processes of soil very well.
著者関連情報
© 1998 土壌物理学会
前の記事 次の記事
feedback
Top