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 50 条
  • [1] Parameter quality conditions in open-channel inverse problems
    Khatibi, RH
    Wormleaton, PR
    Williams, JJR
    JOURNAL OF HYDRAULIC RESEARCH, 2000, 38 (06) : 447 - 458
  • [2] Sample size determination in open-channel inverse problems
    Khatibi, RH
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2001, 127 (08): : 678 - 688
  • [3] Sensitivity analysis and predictive uncertainty using inundation observations for parameter estimation in open-channel inverse problem
    Roux, Helene
    Dartus, Denis
    JOURNAL OF HYDRAULIC ENGINEERING, 2008, 134 (05) : 541 - 549
  • [4] Comparison of linear identification techniques for an open-channel irrigation system.
    Elfawal-Mansour, H
    Georges, D
    Bornard, G
    PROCEEDINGS OF THE 1998 IEEE INTERNATIONAL CONFERENCE ON CONTROL APPLICATIONS, VOLS 1 AND 2, 1996, : 542 - 546
  • [5] Parameter estimation for flow in open-channel networks
    Das, A
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2004, 130 (02) : 160 - 165
  • [6] Identification problem of open-channel friction parameters
    Khatibi, Rahman H.
    Williams, John J.R.
    Wormleaton, Peter R.
    Journal of Hydraulic Engineering, 1997, 123 (12): : 1078 - 1088
  • [7] Identification problem of open-channel friction parameters
    Khatibi, RH
    Williams, JJR
    Wormleaton, PR
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1997, 123 (12): : 1078 - 1088
  • [8] Identification Problem of Open-Channel Friction Parameters
    Yen, Ben Chie
    Journal of Hydraulic Engineering, 1999, 125 (05): : 552 - 553
  • [9] Application of advanced optimization techniques to parameter and damage identification problems
    Toropov, V
    Yoshida, F
    PARAMETER IDENTIFICATION OF MATERIALS AND STRUCTURES, 2005, (469): : 177 - 263
  • [10] Optimization of water distribution for open-channel irrigation networks
    Hong, Sothea
    Malaterre, Pierre-Olivier
    Belaud, Gilles
    Dejean, Cyril
    JOURNAL OF HYDROINFORMATICS, 2014, 16 (02) : 341 - 353