排水过程中土壤水分运动特性试验研究

M. Taniguchi, Y. Sakura
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Discharge, matric suctions and water flux were measured continuously. <BR> The results and conclusions of this study are summarized as follows ; <BR> 1. After the steady rainfall, the drainage front began to move faster downward than the wetting front in the infiltration process. When the drainage front reached the upper boundary of the saturated capillary water zone, it disappeared and the recession of discharge began instantaneously. <BR> 2. The soil water zone above the water table is divided into two zones during drainage. One is the water zone that the gradient of the total head maintains unity, and the other is that the gradient approaches zero. A break point in the profiles of total head moved upward with advancing of the drainage process from the upper boundary of the saturated capillary water zone to the upper boundary of the unsaturated capillary water zone. <BR> 3. 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引用次数: 2

摘要

指出毛细条纹在入渗过程中起着重要作用。在排水过程中,毛细条纹的特征尚未阐明,但它对洪水衰退曲线有重要影响。本研究的目的是明确排水过程中土壤水分运动特征以及地下水补给对洪水消退曲线的影响。实验采用地下水位保持在地表以下140厘米的土柱进行。本研究使用的土是两种玻璃微珠。人工稳定降雨连续6个小时注入土壤柱的顶部。当稳定降雨停止时,排水过程的实验开始了。连续测量了流量、基质吸力和水通量。本研究的结果和结论总结如下:1. 降雨稳定后,在入渗过程中,排水锋开始比湿润锋向下移动更快。当排水锋到达饱和毛细水带的上边界时,排水锋消失,流量瞬间衰退。2. 地下水位以上的土壤水区在排水过程中分为两个区。一种是总水头梯度保持一致的水区,另一种是梯度趋近于零的水区。随着排水过程从饱和毛管水带上边界向非饱和毛管水带上边界推进,总水头剖面上有一个断点向上移动。3.研究发现,考虑重力项而不考虑扩散项的土壤水分运动方程,只要确定导水率、悬浮水区含水量和总水头剖面中断点深度随时间的变化,就可以估计出洪水消退曲线。1983年,中国的中国人民对中国的经济充满了希望。千叶大学理学院地球科学系筑波大学地球科学研究所研究生
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Experiments on Characteristics of Soil Water Movement during Drainage
It has been pointed out that the capillary fringe plays an important role in the infiltration process. In the drainage process, characteristics of the capillary fringe has not been elucidated yet, notwithstanding it significantly influences the flood recession curve.
The purpose of this study is to make clear characteristics of soil water movement during drainage and the influence of groundwater recharge upon the flood recession curve.
Experiments were carried out using a soil column with a water table maintained at 140 cm below the surface. The soils used in the present study are two kinds of glass beads. Artificial steady rainfall were supplied to the top of the soil column for six hours. The experiments on the drainage process started when the steady rainfall stopped. Discharge, matric suctions and water flux were measured continuously.
The results and conclusions of this study are summarized as follows ;
1. After the steady rainfall, the drainage front began to move faster downward than the wetting front in the infiltration process. When the drainage front reached the upper boundary of the saturated capillary water zone, it disappeared and the recession of discharge began instantaneously.
2. The soil water zone above the water table is divided into two zones during drainage. One is the water zone that the gradient of the total head maintains unity, and the other is that the gradient approaches zero. A break point in the profiles of total head moved upward with advancing of the drainage process from the upper boundary of the saturated capillary water zone to the upper boundary of the unsaturated capillary water zone.
3. It was found that the flood recession curve can be estimated from the equation of soil water movement considering gravitational term without diffusion term, if we determine hydraulic conductivity, water content in the suspended water zone and the depth of a break point in the profile of total head changed with time. 本稿は1983年度日本地理学会春季学術大会にて発表した内容に加筆 ・修正をしたものである. 筑波大学大学院地球科学研究科 千葉大学理学部地学教室 Graduate Student, Institute of Geoscience, University of Tsukuba Department of Earth Sciences, Faculty of Science, Chiba University
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