【摘要】 本文计算比较了暗基床及低基床直立堤上远破波各种波浪力计算公式的差别。表明在缓坡时,我规范公式值与日、苏规范的公式值差别不大,而陡坡时差别较大,明基床时差别也变大。更多还原

【Abstract】 In this paper,the differences of formulae used for calculating the broken wave forces acted on the verticel breakwaters,which are built on the sub- merged or lower rubble mound foundation,are compared.It is shown that,in case of gentle slope for sea bed,the difference of the values,which are obtained either by Chinese Specifications for the design of sea port or by Japanese and Russian Specifications methods is not big,but it is rather big in case of steep slope for sea bed,and also the same in case of higher rub- ble mound foundation.更多还原