通过理论计算与实验资料的对比,验证了数模的可靠性。在此基础上对不同坡度上规则波的传播与变形进行了计算.分析了规则波的变形、破碎指标年口破碎特点,并着重讨论了破碎时波形的不对称性对破碎指标的影响。
Based on the analysis and comparison of regular wave transformation between numerical calculation and experiment results, the reliability of the computation method is approved. By the calculation of the wave propagation and deformation on different slope and considering the bottom frictional effect, the breaker indices, wave transformation and wave breaking characteristic are analyzed; the wave profile asymmetry influence on breaker indices is discussed.