DocumentCode
2937718
Title
A New Numerical Model for High Concrete Dam Cooling by Water Flowing and Application
Author
Chang, Xiaolin ; Duan, Yin ; Liu, Xinghong
Author_Institution
State Key Lab. of Water Resources & Hydropower Eng. Sci., Wuhan Univ., Wuhan, China
fYear
2011
fDate
25-28 March 2011
Firstpage
1
Lastpage
4
Abstract
New methods for high concrete dam cooling by water flowing were introduced in this article. The heat-fluid coupling model, which can better simulate disposition of cooling pipe and water temperature rise along the flow, will bring more accurate simulation results of temperature field. The nonlinear creep model can better reflect the nonlinear relation between concrete creep and stress ratio of concrete. The temperature space-time dynamic control method, improving from the traditional multi-stages water cooling method, can optimize the process of temperature drop and thus decrease the thermal stress. And the computation results of high concrete dams (Guandi, Wanjiakouzi and Jinping-1 in China) show that the temperature by numerical are lit the actual monitor values. New methods of temperature simulation presented in this paper for high concrete dam will have good application prospect in practical project.
Keywords
dams; numerical analysis; temperature control; concrete creep; cooling pipe; heat-fluid coupling model; high concrete dam cooling; multistages water cooling method; nonlinear creep model; numerical model; stress ratio; temperature space-time dynamic control method; water flowing; water temperature; Concrete; Cooling; Creep; Stress; Temperature measurement; Thermal stresses;
fLanguage
English
Publisher
ieee
Conference_Titel
Power and Energy Engineering Conference (APPEEC), 2011 Asia-Pacific
Conference_Location
Wuhan
ISSN
2157-4839
Print_ISBN
978-1-4244-6253-7
Type
conf
DOI
10.1109/APPEEC.2011.5748930
Filename
5748930
Link To Document