1) reservoir water floating force
库水浮力
1.
An automatic water intake has been worked out by using of reservoir water floating force and through theoretic study and experiment.
通过理论研究和试验，研制出一种利用库水浮力进行自动启闭的取水装置，它具有运行可靠，结构简单，操作简便，不耗电能，不漏水，自动化程度高，造价低等特点，是较先进合理的表层取水装置，具有较高的实用价值。
2) Luofu reservoir
罗浮水库
1.
Analysis on concrete aging and sludge of dam of Luofu Reservoir;
罗浮水库大坝混凝土老化及析出物分析
2.
According to the relevent regulation,this paper made the analysis and accessment on the present condition of Luofu reservoir and at last, it put forward the relevent suggestion.
针对罗浮水库大坝病、险情的现状 ,按照有关规范的规定 ,做了分析和评价 ,并提出了建
4) Fuqiaohe Reservoir
浮桥河水库
1.
Primary production of phytoplankton and its management in Fuqiaohe Reservoir,Hubei Province;
湖北浮桥河水库浮游植物初级生产力及其管理
2.
Preliminary Studies on Community Structure and Biodiversity of Zoobenthos in Fuqiaohe Reservoir, Hubei Province;
湖北浮桥河水库底栖动物的群落结构及生物多样性
3.
In order to investigate the effect of cage-culture of piscivorous fishes on water environment, the Fuqiaohe Reservoir (110°52′30″E, 31°10′N) was selected to study the optimum carrying capacity of mandarin fish (Siniperca chuatsi).
通过分析浮桥河水库氮、磷含量 ,确定磷为水体营养物的限制性因子 ;根据水库的中 -富营养化现状 ,确定磷浓度 0 。
5) buoyancy
[英]['bɔiənsi] [美]['bɔɪənsɪ]
水浮力
1.
Based on the design of three projects with deep basement,some suggestions such as the buoyancy and pile number calculation,the arrangement of piles,the reinforcement according to the pile characteristics,the usage of retaining structure,and the storey height control,are given.
通过对三个带地下室工程的设计分析,提出了合理设计超深地下室的建议:按规范规定正确计算水浮力,以确定抗拔桩数量、合理布置抗拔桩;根据抗拔桩受力特点进行配筋;利用基坑支护结构减少抗拔桩数量;采取措施控制地下室层高以降低造价等。
2.
In order to study the static responses,especially the dynamic responses,of bridges and understand the effects and magnitudes of dynamic responses with buoyancy,by employing the principle of virtual work and mode displacement superposition to solve the equations of bridge motions,at the same time writing all-purpose programs.
为了研究水介质的浮力对桥梁静态响应、特别是动态响应的影响,了解水浮力在桥梁动力响应上的作用及其大小,利用虚功原理和振型叠加法对桥梁运动的控制方程进行求解,并编制了通用的求解程序,通过对比简支梁桥和浮桥各阶振型的传播速度、静力作用、单阶荷载作用以及移动荷载作用下的动力响应,得出水浮力的存在大大降低了浮桥的挠度,使得浮桥的动力响应存在临界长度,即简支梁桥的运动整体性强,而浮桥的运动局部性强,对浮桥进行动力分析时,可以在临界长度以内进行处理,而不必对整个桥梁进行求解。
6) surface buoyancy
水面浮力
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