DocumentCode
527822
Title
Application of RAGA based on SA in calculating critical water depth of open channel
Author
Liu, Fanggui ; Yang, Lufeng ; Shengju Xiao ; Zhang, Donghui
Author_Institution
Key Lab. of Eng. Disaster Prevention & Struct. Safety of China Minist. of Educ., Guangxi Univ., Nanning, China
Volume
5
fYear
2010
fDate
10-12 Aug. 2010
Firstpage
2296
Lastpage
2300
Abstract
Critical depth of water is an important hydraulic parameter in open channel hydraulics, which is a key sign of distinguishing the flow state of water in open channel. The traditional methods for calculating critical water depth of open channel with trapezoidal section include the trial-and-error method, the approximate solution and the iteration method, which own shortcomings of large amount of calculation and rough accuracy. For this reason, the method of Accelerating Genetic Algorithm based on real coding (RAGA) was adopted in this paper to solve this problem. The Simulated Annealing algorithm (SA) was used to improve the convergence rate during the late of evolution of RAGA. Practicality and accuracy of RAGA were tested through calculating critical water depth of open channel with trapezoidal section in practice. The results of case showed that operating speed of RAGA was faster than SGA, its accuracy was higher than traditional methods, which demonstrates that the RAGA is a suitable method for calculating critical water depth with trapezoidal section.
Keywords
dams; genetic algorithms; geotechnical engineering; hydraulic systems; simulated annealing; structural engineering; RAGA; SA; critical water depth calculation; open channel hydraulics; real coding accelerated genetic algorithm; simulated annealing; water flow; Acceleration; Accuracy; Communities; Convergence; Encoding; Optimization; Water resources; RAGA; SA; critical water depth; trapezoidal section;
fLanguage
English
Publisher
ieee
Conference_Titel
Natural Computation (ICNC), 2010 Sixth International Conference on
Conference_Location
Yantai, Shandong
Print_ISBN
978-1-4244-5958-2
Type
conf
DOI
10.1109/ICNC.2010.5584486
Filename
5584486
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