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1)  uniform water flow with free surface and definite depth
有限深度均匀水流
2)  uniform flow depth
均匀流水深
1.
Calculation on uniform flow depth and critical depth of open channel with iterative method;
用迭代法计算明渠均匀流水深和临界水深
2.
Operator splitting method for calculating uniform flow depths and bed widths of rectangular open channels;
矩形明渠均匀流水深和底宽的算子分裂算法
3.
The traditional trial method and referring-to-diagram method are very tedious for the computation of uniform flow depth h-0 and critical water depth h-k in open channels.
对于明渠均匀流水深h0和临界水深hk的计算,传统的试算法和查图法比较繁琐。
3)  gradient non-homogeneous finite plate
梯度非均匀有限板
1.
Finite element analysis of crack dynamic response in gradient non-homogeneous finite plate;
梯度非均匀有限板中裂纹动态响应的有限元分析
4)  s balance the water
均匀水流
5)  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。
6)  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
补充资料:有限
1.有限制;有限度。 2.指数量不多;程度不高。 3.哲学范畴。指有条件的﹑在空间和时间上都有一定限制的﹑有始有终的东西。相对于"无限"而言。
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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