Application of Particle Swarm Optimization Algorithm for Computing Critical Depth of Horseshoe Cross Section Tunnel-Reference-Cited by-同舟云学术

Application of Particle Swarm Optimization Algorithm for Computing Critical Depth of Horseshoe Cross Section Tunnel

Published:2014 Issue: Volume:9 Page:207-211
ISSN:2212-6708
Container-title:APCBEE Procedia
language:en
Short-container-title:APCBEE Procedia

Author:

Bahmanikashkooli Ayoub,Zare Majid,Safarpour Bahman,Safarpour Mostafa

Publisher

Elsevier BV

Reference16 articles.

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2. Open channel hydraulics;French,1987

3. Hu W.W. 1973. Hydraulic Elements for USBR Standard Horseshoe Tunnel. Journal of the Transportation Engineering Division, Vol. 99, No. 4, pp. 973-980.

4. Merkley G.P. 2005. Standard horseshoe cross section geometry. Agricultural Water Management. Volume 71, Issue 1, Pages 61-70.

5. Calculation on critical depth of horseshoe cross-section by iterative method;Lv;Journal of Yangtze River Scientific Research Institute,2002

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