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萨彦舒申斯克水电站的运行经验从工况参数上证明， 坝—岩基系统适应过程尚在发展中［１］。按文献［２］中提出的综合研究范围对水工建筑物在运行期间应力－应变状态进行观测所得结果表明， 两岸连接部位稳定过程还未结束， 大坝混凝土内部裂隙还在发展， 因此还需扩展监控系统。
The operation experience of Sayenshchensk Hydroelectric Power Station proves from the operating parameters that the dam-rock-based system adaptation process is still under development [1]. According to the comprehensive research scope proposed in [2], the stress-strain state of hydraulic structures during operation is observed. The results show that the stability of the connecting parts of both sides of the strait is not over yet and cracks in the dam concrete are still developing, Expand monitoring system.