Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis on Stability of Powerhouse Slope under the Operation Water Level Condition of Tianhuaban Hydropower Station
Through numerical calculation on the stability of powerhouse slope by the coupling fluid-solid model of ABAQUS software, stability of powerhouse slope under the operation water level of Tianhuaban hydropower station has been evaluated. The results show that influence of pore pressure and the pore fluid effective velocity vector under the operation water level of Tianhuaban hydropower station has been limited on the scope of powerhouse slope from elevation 971 m to 990 m; the displacement concentration phenomenon has been existed on the scope of powerhouse slope from elevation 971 m to 1010 m, but the value of total displacement is smaller; influence on the stability of powerhouse slope under the operation water level is weaker; and on the scope of powerhouse slope from elevation 971 m to 990 m, the seepage phenomenon may be happened, and the waterproofing measures on this area must be strengthened. The achieved results can provide a research foundation for the stability of hydropower station slope on the periodic pore pressure disturbance.
Analysis on Stability of Powerhouse Slope under the Operation Water Level Condition of Tianhuaban Hydropower Station
Through numerical calculation on the stability of powerhouse slope by the coupling fluid-solid model of ABAQUS software, stability of powerhouse slope under the operation water level of Tianhuaban hydropower station has been evaluated. The results show that influence of pore pressure and the pore fluid effective velocity vector under the operation water level of Tianhuaban hydropower station has been limited on the scope of powerhouse slope from elevation 971 m to 990 m; the displacement concentration phenomenon has been existed on the scope of powerhouse slope from elevation 971 m to 1010 m, but the value of total displacement is smaller; influence on the stability of powerhouse slope under the operation water level is weaker; and on the scope of powerhouse slope from elevation 971 m to 990 m, the seepage phenomenon may be happened, and the waterproofing measures on this area must be strengthened. The achieved results can provide a research foundation for the stability of hydropower station slope on the periodic pore pressure disturbance.
Analysis on Stability of Powerhouse Slope under the Operation Water Level Condition of Tianhuaban Hydropower Station
Tang, Yan-Chun (Autor:in)
2012
4 Seiten
Aufsatz (Konferenz)
Englisch
Trans Tech Publications | 2012
|British Library Conference Proceedings | 2012
|RESPONSE ANALYSIS OF POWERHOUSE OF HYDROPOWER STATION UNDER HIGH-HEAD WATER PRESSURE
British Library Conference Proceedings | 2007
|Stability Analysis of Surrounding Rocks of Underground Powerhouse in a Hydropower Station
Trans Tech Publications | 2014
|Water-collecting well arrangement structure and underground powerhouse of hydropower station
Europäisches Patentamt | 2024
|