摘要
本文通过水工模型试验成果对防波堤堤心石扰浪能力进行了研究,总结出潜堤的抗浪波高计算公式,计算结果与实测数值有良好的一致性,与国内外其他公式相比更符合工程实际,文中对混合式防波堤下部基床护面块石的稳定重量也进行了探讨。
The wave resistance of breakwater core rocks is studied based on the hydraulic model test results and the formulas for resistance to wave height by the submerged breakwater are also derived in this paper. It is shown that the calculated results are in good agreement with the measured data and much more conformed with practical engineering than the other formulas in China and other countries. Moreover, the approach of the stable weight of the armour blocks at the bed of the bottom mounted breakwater is discribed.
出处
《水道港口》
1991年第4期18-24,共7页
Journal of Waterway and Harbor
