Input determination for neural network models in water resources applications. Part 2. Case study: forecasting salinity in a river

被引:170
作者
Bowden, GJ
Maier, HR [1 ]
Dandy, GC
机构
[1] Univ Adelaide, Ctr Appl Modelling Water Engn, Sch Civil & Environm Engn, Adelaide, SA 5005, Australia
[2] Harvard Univ, Div Engn & Appl Sci, Cambridge, MA 02138 USA
关键词
artificial neural networks; input determination; salinity; forecasting;
D O I
10.1016/j.jhydrol.2004.06.020
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper is the second of a two-part series in this issue that presents a methodology for determining an appropriate set of model inputs for artificial neural network (ANN) models in hydrologic applications. The first paper presented two input determination methods. The first method utilises a measure of dependence known as the partial mutual information (PMI) criterion to select significant model inputs. The second method utilises a self-organising map (SOM) to remove redundant input variables, and a hybrid genetic algorithm (GA) and general regression neural network (GRNN) to select the inputs that have a significant influence on the model's forecast. In the first paper, both methods were applied to synthetic data sets and were shown to lead to a set of appropriate ANN model inputs. To verify the proposed techniques, it is important that they are applied to a real-world case study. In this paper, the PMI algorithm and the SOM-GAGRNN are used to find suitable inputs to an ANN model for forecasting salinity in the River Murray at Murray Bridge, South Australia. The proposed methods are also compared with two methods used in previous studies, for the same case study. The two proposed methods were found to lead to more parsimonious models with a lower forecasting error than the models developed using the methods from previous studies. To verify the robustness of each of the ANNs developed using the proposed methodology, a real-time forecasting simulation was conducted. This validation data set consisted of independent data from a six-year period from 1992 to 1998. The ANN developed using the inputs identified by the stepwise PMI algorithm was found to be the most robust for this validation set. The PMI scores obtained using the stepwise PMI algorithm revealed useful information about the order of importance of each significant input. (C) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:93 / 107
页数:15
相关论文
共 15 条
[1]  
Bowden G.J., 2003, J. Hydroinform, V5, P245, DOI [DOI 10.2166/HYDRO.2003.0021, 10.2166/hydro.2003.0021]
[2]   Optimal division of data for neural network models in water resources applications [J].
Bowden, GJ ;
Maier, HR ;
Dandy, GC .
WATER RESOURCES RESEARCH, 2002, 38 (02) :2-1
[3]  
BOWDEN GJ, 2001, INT C MOD SIM MODS 2, P1919
[4]   OPTIMUM OPERATION OF A MULTIPLE RESERVOIR SYSTEM INCLUDING SALINITY EFFECTS [J].
DANDY, G ;
CRAWLEY, P .
WATER RESOURCES RESEARCH, 1992, 28 (04) :979-990
[5]  
*DEP WAT RES, 2001, S AUSTR RIV MURR SAL
[6]  
*DWYER LESL PTY LT, 1984, RIV MURR WAT QUAL MA
[7]   IDENTIFICATION OF DYNAMIC REGRESSION (DISTRIBUTED LAG) MODELS CONNECTING 2 TIME-SERIES [J].
HAUGH, LD ;
BOX, GEP .
JOURNAL OF THE AMERICAN STATISTICAL ASSOCIATION, 1977, 72 (357) :121-130
[8]  
HECHTNIELSON R, 1987, 1 IEEE INT JOINT C N
[9]  
Maier H. R., 1997, Microcomputers in Civil Engineering, V12, P353
[10]  
Maier H. R., 1995, THESIS U ADELAIDE AD