DocumentCode :
2956169
Title :
Discharge Error Analysis of Check Gate Combined with Inverted Siphon in a Canal Simulation System
Author :
Yan, Yibo ; Liu, Guoqiang ; Wang, Changde ; Guan, Guanghua
Author_Institution :
State Key Lab. of Water Resources & Hydropower Eng. Sci., Wuhan Univ., Wuhan, China
fYear :
2011
fDate :
30-31 July 2011
Firstpage :
1
Lastpage :
4
Abstract :
Sluice gate is the key factor of accuracy in a canal simulation system. Due to the coupled relationship between the Saint-Venant equations and the discharge of gates, the gate flow rate at a time is calculated from the sampling of water depth gathered last step. The article analyzed this approximation of water depth data based on a complete canal simulation system. Then, according to the combination of the inverted siphon and the sluice gate in the middle route of the South-to-North Water Transfer Project, the paper studied the influence of the structure on the calculation of gate discharge and put forward that the operation mode with a constant depth upstream gate might provide a higher accuracy compared to the one with a canal constant downstream depth in the middle route project.
Keywords :
canals; error analysis; hydraulic systems; simulation; Saint-Venant equations; Sluice gate; South-to-North water transfer project; canal constant downstream depth; canal simulation system; constant depth upstream gate; discharge error analysis; gate checking; gate discharge calculation; gate flow rate; inverted siphon; middle route project; water depth data approximation; Accuracy; Analytical models; Calibration; Equations; Irrigation; Logic gates; Mathematical model;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Control, Automation and Systems Engineering (CASE), 2011 International Conference on
Conference_Location :
Singapore
Print_ISBN :
978-1-4577-0859-6
Type :
conf
DOI :
10.1109/ICCASE.2011.5997773
Filename :
5997773
Link To Document :
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