摘要
采用比尺为 1∶30水工断面模型 ,进行溢流坝断面设计方案的过流能力、坝面压力及坝下消能局部冲刷试验 ,经优化提出的坝面曲线及消能工方案 ,改善了消力池水流条件、减小了冲刷。
Flow capacity,pressure on dam face and energy disspation below dam was performed for sectionad design of overflow dam on the hydraulic sectional model with the scale of 1:30.From the tests, an optimum dam curve and energy obsorber is propose.As a result,flow condition of the energy disspating basin is improved,slucing capacity is reduced and investment saved.
出处
《水道港口》
2003年第1期14-18,共5页
Journal of Waterway and Harbor
