A genetic programming approach to suspended sediment modelling

被引:156
作者
Aytek, Ali [1 ]
Kisi, Oezguer [2 ]
机构
[1] Gaziantep Univ, Dept Civil Engn, Hydraul Div, TR-27310 Gaziantep, Turkey
[2] Erciyes Univ, Dept Civil Engn, Hydraul Div, TR-38039 Kayseri, Turkey
关键词
suspended sediment load; rating curves; soft computing; genetic programming;
D O I
10.1016/j.jhydrol.2007.12.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study proposes genetic programming (GP) as a new approach for the explicit formulation of daily suspended sediment-discharge relationship. Empirical relations such as sediment rating curves are often applied to determine the average relationship between discharge and suspended sediment load. This type of models generally underestimates or overestimates the amount of sediment. During recent decades, some black box models based on artificial neural networks have been developed to overcome this problem. But these type of models are implicit that can not be simply used by other investigators. Therefore it is still necessary to develop an explicit model for the discharge-sediment relationship. It is aimed in this study, to develop an explicit model based on genetic programming. Explicit models obtained using the GP are compared with rating curves and multi-linear regression techniques in suspended sediment toad estimation. The daily streamflow and suspended sediment data from two stations on Tongue River in Montana are used as case studies. The results indicate that the proposed GP formulation performs quite welt compared to sediment rating curves and multi-linear regression models and is quite practical for use. (C) 2007 Elsevier B.V. All rights reserved.
引用
收藏
页码:288 / 298
页数:11
相关论文
共 33 条
[1]  
[Anonymous], 1990, STAT BUSINESS EC
[2]  
[Anonymous], 1998, Genetic programming: an introduction
[3]   Fitting and interpretation of sediment rating curves [J].
Asselman, NEM .
JOURNAL OF HYDROLOGY, 2000, 234 (3-4) :228-248
[4]   Data mining and knowledge discovery in sediment transport [J].
Babovic, V .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2000, 15 (05) :383-389
[5]  
BABOVIC V, 2002, GENET PROGRAM EVOL M, V3
[6]  
BABOVIC V, 2001, D2K02011
[7]  
BAYAZIT M, 1998, PROBABILITY STAT ENG, P159
[8]  
COUSIN N, 1997, 9703 U EX SCH ENG, P70
[9]   The accuracy of sediment loads when log-transformation produces nonlinear sediment load-discharge relationships [J].
Crowder, D. W. ;
Demissie, M. ;
Markus, M. .
JOURNAL OF HYDROLOGY, 2007, 336 (3-4) :250-268
[10]  
Dorado J, 2003, APPL ARTIF INTELL, V17, P329, DOI 10.1080/08839510390198673