Parameter identification using optimization techniques in open-channel inverse problems

被引:16
作者
Roux, H [1 ]
Dartus, D [1 ]
机构
[1] Inst Mecan Fluides Toulouse, Toulouse, France
关键词
inverse problem; parameter identification; error criterion; Extended Kalman Filter; remote sensing data;
D O I
10.1080/00221680509500125
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Adverse socio-economic impacts of recent floods both in Europe and other continents emphasize the need for accurate flood forecasting capabilities towards improved flood risk management services. Flood forecasting models are often data-intensive. These models are inherited with (i) conceptual parameters that often cannot be assessed by field measurements, as in conceptual models; and/or (ii) empirical parameters that their direct measurements are either difficult, for example, roughness coefficient or costly, for example, survey data. There is also a category of practical problems, where modelling is required but gauged data are not available. Models, other than purely theoretical ones, for example, Large Eddy Simulation models, need calibration and the problem is even more pronounced in the case of ungauged rivers. Optimal values of these parameters in a mathematical sense can be identified by a number of techniques as discussed and applied in this paper. New generations of satellites are now able to provide observation data that can be useful to implement these techniques. This paper presents the results of synthesized flood data emulating data obtained from remote sensing. A one-dimensional, steady-state flow in a channel of simple geometry is studied. The paper uses optimization methods and the Extended Kalman Filter to ascertain/improve the values of the parameters.
引用
收藏
页码:311 / 320
页数:10
相关论文
共 23 条
[1]   How far can we go in distributed hydrological modelling? [J].
Beven, K .
HYDROLOGY AND EARTH SYSTEM SCIENCES, 2001, 5 (01) :1-12
[2]   CHANGING IDEAS IN HYDROLOGY - THE CASE OF PHYSICALLY-BASED MODELS [J].
BEVEN, K .
JOURNAL OF HYDROLOGY, 1989, 105 (1-2) :157-172
[3]  
Bouttier F., 1999, Meteorological Training Course Lecture Series
[4]   Developments in operational shelf sea modelling in Danish waters [J].
Cañizares, R ;
Madsen, H ;
Jensen, HR ;
Vested, HJ .
ESTUARINE COASTAL AND SHELF SCIENCE, 2001, 53 (04) :595-605
[5]  
Carlier M., 1982, HYDRAULIQUE GEN APPL
[6]   TOPKAPI: a model for the representation of the rainfall-runoff process at different scales [J].
Ciarapica, L ;
Todini, E .
HYDROLOGICAL PROCESSES, 2002, 16 (02) :207-229
[7]   A solution to the inverse problem in groundwater hydrology based on Kalman filtering [J].
Ferraresi, M ;
Todini, E ;
Vignoli, R .
JOURNAL OF HYDROLOGY, 1996, 175 (1-4) :567-581
[8]  
GRAF W, 1996, HYDRAULIQUE FLUVIALE
[9]  
Hadamard J, 1932, Le probleme de Cauchy et les equations aux derivees partielles lineaires hyperboliques
[10]  
KALMAN RE, 1960, J PHYS OCEANOGR, V23, P2541