1) vertical face embankment per unit width
单宽直立堤
2) vertical wall
直立堤
1.
Mean wave overtopping discharge on vertical walls under oblique and multidirectional irregular waves;
斜向和多向不规则波对直立堤平均越浪量研究
2.
Focusing on these methods, this paper introduces the research progress in irregular wave forces on the vertical wall.
综述了直立堤不规则被波浪力的研究方法，并围绕这些方法介绍了不规则波作用下直立堤上波浪力的研究进展。
3) vertical breakwater
直立堤
1.
Experimental investigation of oblique random wave load on vertical breakwaters;
斜向随机波对直立堤作用的试验研究
2.
The Overtopping Study of Oblique and Multidirectional Irregular Wave Action on Vertical Breakwater;
直立堤上斜向和多向不规则波的越浪量研究
3.
We will examine the issue of wave-seabedrubble mound vertical breakwater interaction through flume test.
利用波浪水槽试验,对波浪作用下抛石基床直立堤沙质底床的孔隙水压力响应进行了研究。
4) upright high road embankment
直立高路堤
5) chamfered vertical breakwater
削角直立堤
1.
In order to study the distribution of wave forces acting on chamfered vertical breakwaters and to find out a formula to calculate the wave forces,irregular wave experiments on physical models of chamfered vertical breakwaters were carried out.
为了研究削角直立式防波堤上波浪力的分布规律,寻求适合于削角直立堤的波浪力计算公式,通过对削角沉箱防波堤的不规则波物理模型试验,得到了作用在防波堤上的水平波浪力、削角斜面上的竖向力以及堤底面上的浮托力系列,经与合田良实直立堤波浪力计算公式对比,表明作用在防波堤迎浪面的波压力分布与合田方法相近。
2.
Based on Hasofer-Lind method for determining the reliability index β of structures with correlated loads, and by utilizing the long-term observed wave data at a given place, the reliability of the chamfered vertical breakwaters with low or high rubble mound foundations is analyzed.
根据最新导出的荷载变量相关时结构可靠指标β的Hasofer Lind计算方法,利用特定地点的长期波浪观测资料,对明、暗基床的削角直立式防波堤进行了可靠度分析,得出了可靠指标β与传统设计方法中安全系数K的关系曲线,进而给出了削角直立堤抗滑移和抗倾覆极限状态下各项分项系数的建议值。
6) island breakwater
岛式直立堤
补充资料：堤堤
1.鸟群飞貌。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条