Finite element simulation analysis for overflow dam of Baizhangji secondary hydropower station

摘要

In this paper, finite element simulative analysis is proceeded for stone-laying overflow dam of Baizhangji secondary hydropower station. Deducing variation law of the dam's stress and displacement in construction process and operational process. The analytic results are shown:stone-laying overflow dam of Baizhangji secondary hydropower station is reasonable structure, and every index meets the requirements for design.