平原软土地区的水库建设,蓄水深度取决于围坝高度。采用风浪模型试验与工程跟踪检测的方法,对新型护面结构进行了爬坡高度与稳定性研究分析。结果表明,风浪模型试验结果与实际观测数据一致,栅栏板反压混凝土矩形板的护面结构既不增加混凝土总量,又可以保证护面的稳定性,减小波浪爬高,降低围坝高度,从而大大降低了工程造价。 Reservoir construction in plain and soft soil areas, water storage depth depends on the dam height. Using the method of wind-wave model test and engineering tracking test, the research and analysis on the climbing height and stability of the new surface protection structure is carried out. The results show that the wind-wave model test results are in good agreement with the actual observation data. The guard surface structure of the fenced-in concrete rectangular slab does not increase the total amount of concrete, but also ensures the stability of the guard surface, reduces the wave climbing height and reduces the height of the dam , Thus greatly reducing the project cost.