Estimating River Conductance from Prior Information to Improve Surface-Subsurface Model Calibration

被引:18
|
作者
Cousquer, Yohann [1 ,2 ,3 ]
Pryet, Alexandre [1 ,4 ]
Flipo, Nicolas [5 ]
Delbart, Celestine [1 ,3 ,4 ,6 ]
Dupuy, Alain [1 ,4 ]
机构
[1] Bordeaux INP, EA Georessources & Environm 4592, 1 Allee F Daguin, F-33607 Pessac, France
[2] Bordeaux Montaigne Univ, ENSEGID, 1 Allee F Daguin, F-33607 Pessac, France
[3] SUEZ Environm, Le LyRE, Domaine Haut Carre 43,Rue Pierre Noailles, F-33400 Talence, France
[4] Univ Bordeaux Montaigne, ENSEGID, 1 Allee F Daguin, F-33607 Pessac, France
[5] PSL Res Univ, MINES ParisTech, Geosci Dept, 35 Rue St Honore, F-77305 Fontainebleau, France
[6] Univ Francois Rabelais Tours, EA GeHCO 6293, Parc Grandmont, F-37200 Tours, France
关键词
WATER INTERACTIONS; HYDRAULIC CONDUCTIVITY; NUMERICAL-MODELS; GROUNDWATER; FLOW; STREAM; EXCHANGE; COEFFICIENT; SENSITIVITY; INTERFACE;
D O I
10.1111/gwat.12492
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Most groundwater models simulate stream-aquifer interactions with a head-dependent flux boundary condition based on a river conductance (CRIV). CRIV is usually calibrated with other parameters by history matching. However, the inverse problem of groundwater models is often ill-posed and individual model parameters are likely to be poorly constrained. Ill-posedness can be addressed by Tikhonov regularization with prior knowledge on parameter values. The difficulty with a lumped parameter like CRIV, which cannot be measured in the field, is to find suitable initial and regularization values. Several formulations have been proposed for the estimation of CRIV from physical parameters. However, these methods are either too simple to provide a reliable estimate of CRIV, or too complex to be easily implemented by groundwater modelers. This paper addresses the issue with a flexible and operational tool based on a 2D numerical model in a local vertical cross section, where the river conductance is computed from selected geometric and hydrodynamic parameters. Contrary to other approaches, the grid size of the regional model and the anisotropy of the aquifer hydraulic conductivity are also taken into account. A global sensitivity analysis indicates the strong sensitivity of CRIV to these parameters. This enhancement for the prior estimation of CRIV is a step forward for the calibration and uncertainty analysis of surface-subsurface models. It is especially useful for modeling objectives that require CRIV to be well known such as conjunctive surface water-groundwater use.
引用
收藏
页码:408 / 418
页数:11
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