Page - 1086 - in Book of Full Papers - Symposium Hydro Engineering

the capacity of the existing Jirkov Dam spillway prior reaching the undesired hydraulic conditions was assessed to be 95 m3.s-1, while the improved design capacity is 124,6 m3.s-1. This capacity is higher than 1 in 10 000 years flow which meets the Czech national standards for dam safety. REFERENCES [1] SATRAPA, L. ET AL., JIRKOV DAM – DESIGN OF IMPACT SITE OF BELL-MOUTH SPILLWAY – PHYSICAL MODEL, 2015, 2016, CZECH TECHNICAL UNIVERSITY IN PRAG, FACULTY OF HYDROTECHNICS KEYWORDS Jirkov Dam, dam, design, spillway 1086