土壤中溶质运移的过程、规律和机理是土壤溶质运移研究的主要内容。本文的目的是对模拟非饱和介质中水分和溶质迁移的二维数值模型SWMS–2D 进行研究和验证。以硝酸盐形式存在的溶解氮是地下水中最常见的污染物,将硝态氮视为土壤溶质,考虑其根系吸收、生物固持、吸附、解吸、硝化和反硝化等作用,土壤表面即上边界条件用大气边界条件描述,下边界条件定为第一类边界条件,在田间条件下对模型作了检验。
The purpose of this thesis is to verify a kind of solute transport model:SWMS–2D computer program.Nitrate is counted as the main solute because it is one of the most popular contaminant in groundwater.The program numerically solves the Richards'equation for saturated–unsaturated water flow and the convection–dispersion equation for solute transport.The flow equation incorporates a sink term to account for water uptake by plant roots.The solute transport equation includes provisions for linear equilibrium adsorptionzero–order productionand first–order degradation.Soil is divided into3layers.Experiments were completed in field soiLand get some results.
[1] 朱兆良,文启孝,主编.中国土壤氮素[M].南京:江苏科技出版社,1990.
[2] 史海滨,陈亚新.盐渍土溶质运移模型与数值方法研究[A].土壤资源的特性与利用[M].北京:北京农业大学出版社,1992,55–59.
[3] 李韵珠,李保国.土壤溶质运移[M].北京:科学出版社,1998.
[4] 杨金忠,叶自桐,贾维钊,阎世龙.野外非饱和土壤中溶质运移的试验研究[J].水科学进展,1993,4(4):245–252.
[5] 张效先. 饱和条件下田间土壤纵向及横向弥散系数的实验和计算[J].水利学报,1989,(1):1–7.
[6] 史海滨,陈亚新.饱和–非饱和流溶质传输的数学模型与数值方法评价[J].水利学报,1993,(8):49–55.
[7] 黄元仿,李韵珠,陆锦文.田间条件下土壤氮素运移的模拟模型I[J].水利学报,1996,(6):9–14.
[8] Bresler,E.and Dagan,G.1983.Unsaturated flow in spatially variable fields.3.Solute transport models and their application in two fields[J].Water Resour.Res.19,429–435.
[9] Feddes,R.A.,E Bresler,and S.P.Neuman.1974.Field test of a modified numerical model for water uptake by root systems[J],Water Resour.Res.,10(6),1199~1206.
[10] Mohanty,B.P.,Bowman,R.S.,Hendrickx,J.M.H.and van Genuchten M.T.1997.New piecewise–continuous hydraulic functions for modeling preferential flow in and intermittent–flood–irrigated field[J].Water Resour.Res.33,2049–2063.
[11] Mohanty,B.P.,Bowman,R.S.,Hendrichx,J.M.Simunek J.and van Genuchten M.T.1998.Preferential transport of nitrate to a tile drain in an intermittent–flood–irrigated field:Model development and experimental evaluation[J].Water Resour.Res.34,1061–1076.
[12] Simunek,J.,T.VogeLand M.Th.Van Genuchten.1992.The SWMS-2D code for simulating water flow and solute transport in two–dimensional variably saturated media[M],Version 1.21.U.S.Salinity,Laboratory,USDA,ARS,Riverside,California.
[13] Warrick.,A.W.,Biggar,J.W.and Nielsen D.R.1971.Simultaneous solute and water transfer for an unsaturated soil[J].Water Resour.Res.7,1216–1225.