In view of the insufficiency of research about steel lined reinforced concrete penstocks in hydropower station crack control standard, the Monte Carlo method was combined with the crack width calculation formula of Dong Zhe-ren method to establish a reliability calculation method. According to the engineering example and model test parameters, the reliability index of the crack control standard for steel reinforced concrete penstocks in China were calculated, and the main influence factors were concluded. Studies indicates that the reliability level of crack control for steel lined reinforced concrete penstocks is of medium level or slightly lower. The influence of crack width limit, cover thickness and the effective reinforcement ratio on reliability level of crack control standard is significant.
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