Accounting for temporal variation in soil hydrological properties when simulating surface runoff on tilled plots

被引:33
作者
Chahinian, Nanee [1 ]
Moussa, Roger [1 ]
Andrieux, Patrick [1 ]
Voltz, Marc [1 ]
机构
[1] INRA, UMR LISAH Agro M, IRD, Lab Etud Interact Sol Agrosyst Hydrosyst, F-34060 Montpellier 1, France
关键词
runoff model; flood event; infiltration; plot scale; calibration; tillage; stormflow generation; farmed catchments;
D O I
10.1016/j.jhydrol.2005.10.038
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Tillage operations are known to greatly influence local overland flow, infiltration and depressional storage by altering soil hydraulic properties and soil surface roughness. The calibration of runoff models for tilled fields is not identical to that of unfilled fields, as it has to take into consideration the temporal variability of parameters due to the transient nature of surface crusts. In this paper, we seek the application of a rainfall-runoff model and the development of a calibration methodology to take into account the impact of tillage on overland flow simulation at the scale of a tilled plot (3240 m(2)) located in southern France. The selected model couples the (Morel-Seytoux, H.J., 1978. Derivation of equations for variable rainfall infiltration. Water Resources Research. 14(4), 561-568). Infiltration equation to a transfer function based on the diffusive wave equation. The parameters to be calibrated are the hydraulic conductivity at natural saturation K-s, the surface detention S-d and the lag time omega. A two-step calibration procedure is presented. First, eleven rainfall-runoff events are calibrated individually and the variability of the calibrated parameters are analysed. The individually calibrated K-s values decrease monotonously according to the total amount of rainfall since tillage. No clear relationship is observed between the two parameters S-d and omega, and the date of tillage. However, the lag time omega increases inversely with the peakflow of the events. Fairly good agreement is observed between the simulated and measured hydrographs of the calibration set. Simple mathematical laws describing the evolution of K-s and omega are selected, while S-d is considered constant. The second step involves the collective calibration of the law of evolution of each parameter on the whole calibration set. This procedure is calibrated on 11 events and validated on ten runoff inducing and four non-runoff inducing rainfall events. The suggested calibration methodology seems robust and can be transposed to other gauged sites. (c) 2005 Elsevier B.V. All rights reserved.
引用
收藏
页码:135 / 152
页数:18
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