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1)  infinite water-depth
无限水深
1.
Fully nonlinear numerical simulation of focused waves in infinite water-depth;
无限水深聚焦波完全非线性数值模拟
2)  infinite deep pervious foundation
无限深透水地基
1.
Seepage calculation of earth-rockfill dams with vertical cut-off wall on infinite deep pervious foundation by using transformation method;
无限深透水地基上土石坝坝基垂直防渗的保角变换渗流计算
2.
On the infinite deep pervious foundation,the earth-rolkfill dams often take the hanging vertical cut-off wall to control the seepage.
在无限深透水地基上修建土石坝,坝基防渗体常采用倒悬挂式防渗墙。
3.
This paper introduces the boundary element method to study the affect of the blanket length for earth-rock dam on the infinite deep pervious foundation on the seepage of dam foundation.
采用边界元法研究无限深透水地基上土石坝铺盖长度对坝基渗流的影响。
3)  have an infinite deep love
无限深情
4)  finite depth
有限水深
1.
Through example computation, the paper adopts the three-dimensional potential theory of multi-body in finite depth and the spectrometric analysis theory to set up a method which is used to calculate the three-dimensional motion response of the moving trestle.
运用有限水深多浮体三维势流理论和谱分析理论,结合实例计算,建立了一种计算近海移动式栈桥码头三维运动响应的方法,该方法将栈桥码头简化为刚性模块柔性连接器模型(RMFC),柔性连接器被假定为线性弹簧。
2.
Hydradynamic calculation adopts the three-dimensional potential theory in finite depth.
将刚性模块柔性连接器模型(RMFC)应用于拼接式海上栈桥码头的三维运动响应计算,柔性连接器被假定为线性弹簧,采用有限水深三维势流理论计算水动力,重点分析了6种浪向的改变对栈桥码头三维运动响应的影响,并将谱分析结果与实验结果进行了比较。
5)  finite water depth
有限水深
1.
Approximation of time-domain Green function for finite water depth and its derivatives;
时域有限水深格林函数及其导数的数值计算
2.
Study on the exciting force computing methods of the incident wave in finite water depth;
有限水深情况下入射波激励力计算方法研究
3.
Approximation of time-domain Green function in finite water depth;
时域有限水深格林函数的多项式展开计算方法
6)  water of finite depth
有限深水
补充资料:水深火热
形容处境极端困苦,多用于人民的生活:拯救人民于水深火热之中。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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