冯岗水库属于小(2)型水库,水库采用10年一遇洪水标准设计,50年一遇洪水标准校核,设计及校核静水位分别为158.5m和158.8m。根据水库大坝存在的问题,需要对大坝进行放缓、培厚、加固处理。对台地段进行加高处理,大坝放缓加固范围0+000—0+128,共128m,加高副坝48m。 Fenggang Reservoir belongs to small (2) type reservoirs. The reservoir is designed with a 10-year flood standard and a flooding standard check in 50 years. The designed and verified hydrostatic levels are 158.5m and 158.8m respectively. According to the problems existing in the reservoir dam, the dam needs to be slowed, nurtured and strengthened. On the Taiwan section of heightening treatment, dam reinforcement consolidation range of 0 +000 -0 +128, a total of 128m, elevation dam 48m.