Welcome to HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i! Today is

HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i ›› 2025, Vol. 41 ›› Issue (05): 70-.DOI: 10.3969/j.issn.1009-0479.2025.05.012

Previous Articles     Next Articles

Optimization and Comparison of Construction Diversion and FloodControl Schemes for a Hydropower Station

  

  1. 1. Faculty of Architectural Engineering, Kunming Metallurgy College, Kunming 650033, China;
    2. Yunnan Dianzhong Water Diversion Engineering Co. , Ltd. , Kunming 650204, China
  • Online:2025-10-01 Published:2026-03-25

Abstract: To study the impact of construction diversion and flood control schemes on the constructioncost, duration and construction safety of water conservancy and hydropower projects, this study takes ahydropower station in Hubei Province as the research object. By addressing the main issues involved inthe station's construction diversion and flood control schemes-including diversion tunnel diameter andflood control cofferdam scheme, flood regulating caleulations, economic comparisons, and comprehensiveanalyses are conducted to optimize and compare 5 construction diversion schemes and 3 cofferdam floodcontrol schemes. The results indicate that the scheme of one 8 m x 10 m diversion tunnel is optimal, ena-bling a cost saving of 20. 591 million yuan; the year-round high cofferdam with concrete cut-off wall +composite geomembrane inclined wall is also optimal. The research results can provide a reference forsimilar projects.

Key words: hydropower stations, concrete panel dams, construction diversion, flood control
measures;
optimization scheme comparison and selection