1) average hole depth

平均孔深
2) average penetration depth

平均穿孔深度
3) depth average

深度平均
1.
In order to calculate the far field distribution of pollution concentration in natural river accurately, a depth average k ε two equation model under boundary fitted coordinate systems is developed, and has been successfully applied in the field calculation of the Xiantao section of Han River.
根据计算污染场的实际需要,建立了一种适体坐标下深度平均的kε模型,并用它计算了汉江仙桃段的流场,取得了与实测值基本一致的计算结果。
4) depth averaged

深度平均
1.
Adopting depth averaged method a k ε model in a boundary fitted coordinate system was deduced.
采用深度平均方法提出了一种适体坐标下的k -ε二方程模型 ,应用正交交错网格及非正交交错网格的方法 ,实现了对具有大弯曲度河段和有侧向汇流河段水质污染的数值模拟。
5) mean water depth

平均水深
1.
Discussion on discharge calculation error using mean water depth instead of hydraulic radius;
用平均水深代替水力半径的流量计算误差的探讨
6) average depth

平均深度
1.
3 s error rate is quickened,and the average depth of the decision tree .

3算法收敛速度加快,产生的决策树平均深度降低。
补充资料:成都无缝钢管厂管坯在菌式穿孔机上穿孔
成都无缝钢管厂管坯在菌式穿孔机上穿孔
成都无缝钢管厂管坯在菌式穿孔机上穿孔
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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