NEURAL NETWORKS FOR RIVER FLOW PREDICTION

被引:489
作者
KARUNANITHI, N
GRENNEY, WJ
WHITLEY, D
BOVEE, K
机构
[1] NATL ECOL RES CTR, FT COLLINS, CO 80525 USA
[2] UTAH STATE UNIV, LOGAN, UT 84322 USA
[3] COLORADO STATE UNIV, DEPT COMP SCI, FT COLLINS, CO 80523 USA
关键词
D O I
10.1061/(ASCE)0887-3801(1994)8:2(201)
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The surface-water hydrographs of rivers exhibit large variations due to many natural phenomena. One of the most commonly used approaches for interpolating and extending streamflow records is to fit observed data with an analytic power model. However, such analytic models may not adequately represent the flow process, because they are based on many simplifying assumptions about the natural phenomena that influence the river flow. This paper demonstrates how a neural network can be used as an adaptive model synthesizer as well as a predictor. Issues such as selecting an appropriate neural network architecture and a correct training algorithm as well as presenting data to neural networks are addressed using a constructive algorithm called the cascade-correlation algorithm. The neural-network approach is applied to the flow prediction of the Huron River at the Dexter sampling station, near Ann Arbor, Mich. Empirical comparisons are performed between the predictive capability of the neural network models and the most commonly used analytic nonlinear power model in terms of accuracy and convenience of use. Our preliminary results are quite encouraging. An analysis performed on the structure of the networks developed by the cascade-correlation algorithm shows that the neural networks are capable of adapting their complexity to match changes in the flow history and that the models developed by the neural-network approach are more complex than the power model.
引用
收藏
页码:201 / 220
页数:20
相关论文
共 20 条
  • [1] [Anonymous], 1987, LEARNING INTERNAL RE
  • [2] CHANGING IDEAS IN HYDROLOGY - THE CASE OF PHYSICALLY-BASED MODELS
    BEVEN, K
    [J]. JOURNAL OF HYDROLOGY, 1989, 105 (1-2) : 157 - 172
  • [3] BOVEEN KD, 1992, RELATIONS STREAMFLOW
  • [4] CHEU RL, 1991, 2ND P INT C APPL AI, V1, P267
  • [5] CHOW D, 1964, HDB APPLIED HYDROLOG
  • [6] CRAWFORD NH, 1966, 39 STANF U TECH REP
  • [7] Fahlman S.E., 1990, ADV NEURAL INFORM PR, V2
  • [8] FURUTA H, 1991, 2ND P INT C APPL AI, V2, P273
  • [9] HAJELA B, 1991, 2ND P INT C APPL AI, V2, P263
  • [10] Kamarthi S.V., 1992, J COMP CIV ENG, V6, P178, DOI [10.1061/(ASCE)0887-3801(1992)6:2(178), DOI 10.1061/(ASCE)0887-3801(1992)6:2(178)]