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生态学杂志 ›› 2020, Vol. 39 ›› Issue (8): 2768-2775.

• 研究报告 • 上一篇    下一篇

污泥改良沙化土壤水分入渗及再分布模拟

黄殿男*,赵超越,张羽鑫,李琳,焦美怡,陈明明,侯文涛,傅金祥   

  1. (沈阳建筑大学市政与环境工程学院, 沈阳 110168)
  • 出版日期:2020-08-10 发布日期:2021-02-10

Simulation on water infiltration and redistribution of sandy soil improved by sludge. #br#

HUANG Dian-nan*, ZHAO Chao-yue, ZHANG Yu-xin, LI Lin, JIAO Mei-yi, CHEN Ming-ming, HOU Wen-tao, FU Jin-xiang   

  1. (School of Municipal and Environmental Engineering, Shenyang Jianzhu University, Shenyang 110168, China).
  • Online:2020-08-10 Published:2021-02-10

摘要: 污泥和沙土掺混是改良沙化土壤的一种方法,了解泥沙复合土壤中水分入渗及再分布规律有利于工程改良的进行。为了明确模拟软件在实际工程应用中的适用性,将污泥和沙土以1∶4的比例掺混,模拟降雨过程,分析其水分入渗及再分布规律,并采用Hydrus-1D土壤水分模拟软件对该实验过程进行模拟,将模拟数据与实测数据进行比较,验证Hydrus1D软件以模拟泥沙复合土壤水分入渗的适用性,从而为其选择合适的水分入渗模型。结果表明:Hydrus-1D软件可以预测出泥沙复合土壤水分特征曲线,得出复合土壤残余含水率(θr)、饱和含水率(θs)、进气值倒数(α)、孔径分布指数(n)、水力传导度(Ks)等土壤基本性质参数;在整个水分入渗模拟过程中,泥沙复合土壤的含水率由初始含水率开始逐渐升高,直到接近饱和含水率时趋于稳定,但最终不能到达饱和含水率;0~30 min内水分入渗模拟实验中,实测曲线与模拟曲线相差不大;60 min后各土层水分再分布模拟实验中实测曲线与模拟曲线相差较大。说明该软件能够较好地模拟出水分入渗规律,而不适用于水分再分布模拟。

关键词: 水分再分布, Hydrus-1D, 模拟适用性, 特征曲线, 含水率

Abstract:  The mixing of sludge and sandy soil is a way to improve desertified soil. Understanding the pattern of water infiltration and redistribution in the composite soil would facilitate project improvement. To ensure the applicability of simulation software in practical engineering, we analyzed the pattern of water infiltration and redistribution of a mixture of sludge and sand with a 1∶4proportion under simulated rainfall process. The experimental process was simulated by using Hydrus-1D soil moisture simulation software. The simulated data were compared with the measured data to verify the applicability of Hydrus-1D software in simulating sediment composite soil water infiltration to select a suitable model. The results showed that the Hydrus-1D software can predict water characteristic curve of composite soil. Basic soil property parameters were obtained, including residual water content (θr), saturated water content (θs), air intake value reciprocal (α), pore size distribution index (n), and hydraulic conductivity (KS). In the whole process of water infiltration simulation, water content of sand soil and composite soil graduallyincreased to a stable status close to but not equal to saturated water content. In the simulation test of water infiltration within 0-30 minutes, the difference between the measured curve and the simulated curve was not significant. After 60 minutes, the difference between the measured curve and the simulated curve in the simulation test of water redistribution in each soil layer was large. These results indicate that the software can simulate water infiltration, but not water redistribution.

Key words: water redistribution, Hydrus-1D, simulation applicability, characteristic curve, water content.