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利用溶质锋信息估计溶质迁移参数方法分析
引用本文:郑纪勇,王全九,邵明安.利用溶质锋信息估计溶质迁移参数方法分析[J].土壤学报,2007,44(2):221-226.
作者姓名:郑纪勇  王全九  邵明安
作者单位:1. 西北农林科技大学水土保持研究所黄土高原土壤侵蚀和旱地农业国家重点实验室,陕西杨凌,712100;中国科学院、水利部水土保持研究所黄土高原土壤侵蚀和旱地农业国家重点实验室,陕西杨凌,712100
2. 中国科学院、水利部水土保持研究所黄土高原土壤侵蚀和旱地农业国家重点实验室,陕西杨凌,712100
基金项目:西北农林科技大学校科研和教改项目;中国科学院"百人计划";中国科学院前沿领域研究基金
摘    要:获取土壤溶质迁移参数是利用数学模型预测土壤溶质迁移过程的前提。本文根据对流弥散方程(Convective-dispersive equation,CDE)的一级近似解,建立了土壤溶质迁移过程中溶质锋随时间变化的函数关系,并以时域反射仪(Time domain reflectometry,TDR)为手段、Cl-为对象,通过与土壤溶质穿透曲线(Breakthrough curve,BTC)拟合法相比较,研究了利用该函数关系确定溶质迁移参数的可行性。研究结果表明,两种方法估计的R比较接近,而溶质锋信息法估计的水动力弥散系数D小于穿透曲线拟合法。TDR探测的溶质锋滞后于理论溶质锋,是导致利用溶质锋信息估计水动力弥散系数D偏小的原因之一。将溶质锋信息法估计的迁移参数代入CDE计算的土壤溶质穿透曲线与实测土壤溶质穿透曲线比较发现,风沙土中计算的穿透曲线整体滞后于实测穿透曲线,但两者的穿透过程基本一致,蝼土中计算的初始、完全穿透时间与试验穿透曲线一致,但穿透过程有所差异,说明溶质锋信息法估计的迁移参数具有一定的可应用性,在估计水动力弥散系数的精度方面有待提高。

关 键 词:CDE解析解  参数估计  溶质锋
收稿时间:2005/12/2 0:00:00
修稿时间:2005-12-022006-09-04

ESTIMATION OF SOLUTE TRANSPORT PARAMETERS USING INFORMATION OF SOLUTE FRONT
Zheng Jiyong,Wang Quanjiu and Shao Mingan.ESTIMATION OF SOLUTE TRANSPORT PARAMETERS USING INFORMATION OF SOLUTE FRONT[J].Acta Pedologica Sinica,2007,44(2):221-226.
Authors:Zheng Jiyong  Wang Quanjiu and Shao Mingan
Institution:State Key Laboratory of Soil Erosion and Dryland Farming on the Loess Plateau, Institute of Soil and Water Conservation, Northwestern A & F University, Yangling, Shaanxi 712100, China;State Key Laboratory of Soil Erosion and Dryland Farming on the Loess Plateau, Institute of Soil and Water Conservation, Chinese Academy of Sciences, Yangling, Shaanxi 712100, China;State Key Laboratory of Soil Erosion and Dryland Farming on the Loess Plateau, Institute of Soil and Water Conservation, Chinese Academy of Sciences, Yangling, Shaanxi 712100, China;State Key Laboratory of Soil Erosion and Dryland Farming on the Loess Plateau, Institute of Soil and Water Conservation, Northwestern A & F University, Yangling, Shaanxi 712100, China;State Key Laboratory of Soil Erosion and Dryland Farming on the Loess Plateau, Institute of Soil and Water Conservation, Chinese Academy of Sciences, Yangling, Shaanxi 712100, China
Abstract:Acquisition of soil solute transport parameters is a pre-condition for predicting solute transport using the numerical model in practice.A new and simple method is recommended here for estimating transport parameters of D and R using changes in depth of the solute front with time by means of one-order approximate solution of CDE(Convective-dispersive equation,CDE).Time domain reflectometry(TDR) was used to determine the time when the solute front arrived at different fixed points in the soil column and at the same time effluent from the column was collected for parameters estimation with the BTC(Breakthrough curve,BTC) fitting method using the CXTFIT program at the bottom of the soil column.By comparison the retardation factors,R,derived with the two methods are more or less the same,however the convectivedispersive coefficient D estimated with the solute front information method is generally smaller than the one with the BTC fitting method.One of the factors resulting in the smaller D is the lag of the measured solute front behind the theoretic one,which is testified by comparing the former with the latter calculated using the parameters figured out with the BTC fitting method.Comparison between the measured BTC and the calculated BTC shows that the two have the same dispersive process in sand soil and the same times soil solute made the initial breakthrough and complete breakthrough,which demonstrates that the parameters estimated based on solute front information is somewhat applicable,but the precision of this method need further improvement.
Keywords:Cl-
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