Use of soil physical characteristics from laboratory measurements or standard series for modelling unsaturated water flow

被引:25
作者
HacktenBroeke, MJD [1 ]
Hegmans, JHBM [1 ]
机构
[1] AGR UNIV WAGENINGEN,DEPT SOIL SCI & GEOL,6700 AA WAGENINGEN,NETHERLANDS
关键词
soil-water modelling; soil hydraulic characteristics; pedotransfer functions;
D O I
10.1016/0378-3774(95)01190-0
中图分类号
S3 [农学(农艺学)];
学科分类号
0901 [作物学];
摘要
Soil physical characteristics are important input parameters for simulation modelling of unsaturated flow in soils and associated solute flow. The determination of soil water retention and hydraulic conductivity curves in the laboratory is laborious and expensive. For modelling studies that require characteristics for many soil horizons, such as regional studies or scenario studies, it may be impossible to measure all the necessary characteristics. An alternative would be to use characteristics inferred from readily available soil data by class-pedotransfer functions, In this study such a comparison was made for six sites on sandy soils in the Netherlands using the soil-water model SWACROP with soil physical characteristics from either laboratory measurements or from a standard series as input. For this the simulated pressure head values and moisture content values were compared with measured values at eight different depths using statistical criteria. Furthermore two functional criteria, i.e. the number of workable days and number of days with possible drought, were inferred from simulated pressure head values and again the different results were compared, It was found that simulation results were not significantly different, implying that standard series or class-pedotransfer functions could be used in studies like these for simulating the unsaturated water flow regime in sandy soils on field/farm level or regional level, Differences for specific criteria for individual sites were sometimes substantial and in such cases (at field level) it will make a difference which soil physical characteristics are used.
引用
收藏
页码:201 / 213
页数:13
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