1) water beam
水梁
1.
In order to eliminate the reasons leading weld failure water leakage at the bottom of water beam in the toothed roll charging equipment for vertical furnace, cold- pressing-shaped structural parts are used to replace original bottom welded water beam with cold bended transient R30 round angle replacing the original welded 90° right angle.
为解决竖炉齿辊卸料装置中水梁底部焊缝开裂漏水的原因。
2.
The planar and 3DM solid models of the water beam on heating furnace have been presented by investigating the practical situation on site.
通过对现场实际情况的调研,建立了加热炉水梁的平面和三维实体模型,并利用ANSYS软件给出的有限元分析结果,确定了水梁产生裂纹的根本原因,即水梁的高度偏差和在高温交变载荷作用下的受力变形。
3.
Two methods for calculating the post of water beam in walking beam furnace are introduced,and the data from the two methods are compared.
文章介绍了步进梁式加热炉水梁支承立柱的两种计算方法 ,并对两种方法的计算结果进行了比较 ,对正确选择立柱断面具有指导意义。
2) water cooling beam
水梁
1.
In addition ,two schemes for water cooling beem of air-guide wall were proposed,with these schems,the life of water cooling beam would exten.
针对国内竖炉导风墙寿命普遍偏低的问题，南钢通过对竖炉导风墙砖的形式、材质及其砌筑方式进行改进，并加大导风墙水梁钢管的尺寸，使导风墙寿命大大提高，其中砖的寿命可达３年左右。
4) structur of water beem
水梁结构
5) deep-water bridge
深水桥梁
1.
A semi-analytical and semi-numerical approach for earthquake induced hydrodynamic force on elastic rectangular hollow bridge pier was developed to study the seismic response of Mangjiedu deep-water bridge located in an area where earthquakes occur quite frequently.
漭街渡大桥为目前国内在建和已建深水桥梁中水深最大的桥梁。
6) bridge backwater
桥梁壅水
1.
This paper taking the ShunBi river bridge backwater computation as an example,introduced the basic approaches,the main steps and the attentions in bridge backwater computation when using Hec-Ras software.
以大理至瑞丽铁路顺濞河大桥壅水计算为例,介绍Hec-Ras软件计算桥梁壅水的基本方法、主要步骤及注意事项,Hec-Ras软件界面简洁,操作方便,计算效率较高,值得推广应用,其计算结果与《铁路工程水文勘测设计规范》计算结果相比,雍水高度相差不大,雍水长度相差略大,故仍需进一步探索研究。
补充资料：地下水水资源评价(见水资源评价)
地下水水资源评价(见水资源评价)
d ixiashui shuiziyuan Ping】ia地下水水资源评价见水资源评价。
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