Chinese translation for "weir body"

堰体

Related Translations:

open weir:  开敞式溢流堰

emergency weir:  临时堰

curtain weir:  卷帘堰

submerged weir:  浸水堰潜水堰 潜り堰潜堰水下堰淹没堰

david weir:  戴维韦尔

hollow weir:  空心堰

steel weir:  钢堰

weir floor:  堰底

gravity weir:  重力堰

rectangular weir:  矩形量水堰矩形堰

Example Sentences:

	1.	However , the above method is not applicable for the gate chamber when the foundation of weir body is " high - low foot " 然而对于堰体基础呈“高低脚”的闸室，该方法很不适用。
	2.	Two numerating methods are used in traditional structural design of gate chamber . first , considering the gate frusta to be fastened on the weir body , it is calculated as plane stress problem independently . then applying the results ( moment and vertical force ) on the bottom of gate frusta as concentrating load on the weir body , and the weir body is viewed as a elastic foundation beam or plate and unilateral stress analysis was performed 传统闸室结构计算有两种计算方法，其一是将闸墩视为固端于堰体上，单独进行闸墩平面受力计算，再将闸墩下部的计算结果(弯矩和垂直力)作为集中荷载作用于堰体上，堰体作为弹性地基梁或板进行片面应力计算。
	3.	For the structure that the side - frusta is also used as retain wall , considering the side frusta fastened on the weir body , the plane stress is calculated at first . then the moments , horizontal shear force and vertical force on the bottom of the retain wall are applied as fixate , and stress distribution on the weir body are calculated piecewise 对于边墩兼作挡上墙结构，通常是将边墩视为固端于岩体上，先进行下端为固端的挡墙平面受力计算，再将挡墙下部的弯矩、水平剪力和垂直力作为集中外荷载进行堰体的应力计算，堰体也只能分段进行片面受力计算。
	4.	Shankou spillway project has many specific characteristics , for example , the gate frusta and weir body have equivalent thickness , the weir body is low and have corridor , the foundation of the weir body is " high - low foot " " and the side frusta is also used as retain wall . in view of the characteristics , to better analyze the stress distribution on weir body , gate frusta , the joints between gate chamber and weir body , under the condition that the gate chamber is applied with asymmetrical loads and complicated constraints , three dimensional finite element method is applied in this paper 本文针对山口溢洪道闸墩与堰体底板厚度相当，堰体为低堰且设有廊道、堰体建基面“高低脚”及边墩兼作挡土墙等具体特点，在闸室设计中采山口水利枢纽工程溢洪道闸室三维有限元整体应力计算分析用三维有限元整体应力计算方法分析闸室的受力状态，分析闸室在荷载不对称。

Similar Words：

"weiqvist" Chinese translation, "weir" Chinese translation, "weir and dam in tundish" Chinese translation, "weir and sluice station" Chinese translation, "weir basin" Chinese translation, "weir box" Chinese translation, "weir coefficient" Chinese translation, "weir crest" Chinese translation, "weir dam" Chinese translation, "weir diaphragm ale" Chinese translation