三关庙水电站浆砌石重力坝设计

摘要

This paper introduces the structure design in overfall section and non-overfall section of Sanguan temple hydropower grouted rubble gravity dam.The result of stability stress calculation of the dam shows that structure design of this gravity dam is reasonable.%本文对三关庙水电站浆砌石重力坝的溢流坝段和非溢流坝段结构设计做了介绍。坝体稳定应力计算结果表明该重力坝的结构设计是合理的。