1) twain circular shoal
双圆形浅滩
1.
An extended parabolic mild slope equation is employed to solve the refraction diffraction of waves of a twain circular shoal that is laid up in front and behind and in the left and right.
使用扩展抛物型缓坡方程,通过数值模拟过程研究了双圆形浅滩串联和并联不同放置地形上波浪传播过程中的波浪折射绕射,并与单圆形浅滩的数模进行了比较,数值结果较真实地反映了波浪在经过双圆形浅滩发生的变化及浅滩之间的相互作用。
2.
Parabolic mild slope equation and modified mild slope equation are applied to solve refraction diffraction of waves over twain circular shoal.
使用抛物型缓坡方程和修改抛物型缓坡方程研究了双圆形浅滩地形的波浪折射绕射。
2) circular shoal
圆形浅滩
1.
Firstly using the experiment data of underwater circular shoal to test the model,then the model was applied to predict steady wind waves and "9711" typhoon waves in the Rudong sea area in Jiangsu Province.
先选用水下圆形浅滩试验对模型进行验证计算,再对江苏如东附近海域在定常风和“9711”号台风作用下的波浪场进行了模拟,通过与现场测量结果的比较,表明SWAN模型可以较合理地反映江苏如东附近海域在定常风和“9711”号台风作用下风浪的成长和传播过程。
3) elliptical shoal
椭圆形浅滩
1.
Computational results of WABED are compared with experimental observations,Sommerfeld\'s analytical solutions and calculations of SWAN for wave transformation through a gap between infinite breakwaters and an elliptical shoal.
讨论了两种河口海岸波浪谱模型WABED和SWAN中考虑绕射效应方法的差异,采用WABED模型计算了垂直入射波浪在无限长双防波堤口门内和椭圆形浅滩地形上的传播与变形,计算结果与物模实验数据、SWAN模型的计算结果以及Sommerfeld理论解进行了对比分析。
4) round shallow tank
圆形浅池
1.
Combined with the engineering example, the article analyzes and calculates the finite element space internal force of the internal condition under the internal water pressure of the tank wall of the round shallow tank constructed with the complete joints.
该文结合工程实例,对设完全缝圆形浅池池壁在内水压力下的内力情况进行了有限元空间内力分析计算,在此基础上给出了一个简单的拟合计算公式,供设计人员设计时参考。
5) secche
浅滩浅滩
6) shallow circular foundation
圆形浅基础
1.
A new theoretical solution of shallow circular foundation was presented.
推导了圆形浅基础地基承载力计算的理论解 ,并与Vesic的半经验分析结果进行了对比 ,两者极其相近 。
补充资料：浅滩
1.海﹑湖﹑河中水浅的地方。
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