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1)  topographic section
地形断面
1.
Troublesome problems in getting the data of topographic sections were indicated before a hydraulic model was made.
制作水工模型时人工读取地形断面数据费时费力,提出了用Visualbasic6。
2)  cross-section shape
断面形状
1.
SuperForm,the effect of friction on cross-section shape of workpiece in grooveless rolling is analyzed.
Superform研究了无孔型轧制过程中摩擦条件对轧件断面形状的影响,分析表明:轧件自由宽展面和角部的变形与摩擦条件有紧密的关系,尤其在大压下量的轧制状况下其影响更为显著。
2.
This paper aims at examining the influences of spatial variability of furrow sole fluctuation and cross-section shape on furrow irrigation performance.
针对沟灌,研究了沟底起伏状况和沟横断面形状的空间变异性对灌水质量的影响。
3.
So the circular cross-section and curved wall cross-section are practicable tunnel cross-section shapes,rectangular cross-section and straight wall arch cross-section are not.
采用FLAC3D软件分析了圆形断面、矩形断面、直墙式断面和曲墙式断面形状隧道开挖在III级围岩中的位移和应力集中分布规律。
3)  fracture morphology
断面形貌
1.
The mechanical properties, rheological behavior and impact fracture morphology ofchlorinated polyethylene modified polyvinyl chloride were investigated.
从力学性能、冲击断面形貌和流变性等方面综合考察了CPE改性PVC的特点。
4)  Drum type section
鼓形断面
5)  section form
断面形式
6)  trapezoid section
梯形断面
1.
The traditional methods for computing critical water depth of open channel with trapezoid section (h k) are trial and error method, graphic method, approximate solution method and iteration method, whose shortcomings are rough precision, large computation amount and complex resolving problem.
目前计算梯形断面明渠临界水深hk的常用方法有试算法、图解法、近似公式法和迭代法 ,它们存在计算精度不高、求解复杂等缺点。
补充资料:异形断面钢材(见异形断面型材)


异形断面钢材(见异形断面型材)
special section steel

,一、u以uu、’“飞豆on gQngC01异形断面钢材(speeial Seetion steel)见异形断面型材。
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