1) bend lighting
弯道照明
1.
This paper analyses the technical parameters of D310 Down-Corner Lamp on the structure and lighting range,and it also summarizes the bend lighting lamp\'s features.
本文着重分析了D310转向照地灯的结构特点、光照范围等技术参数,总结了弯道照明的特性特点,为弯道照明灯具的法规制订提供了实践数据。
2) open channel bend
明渠弯道
1.
Preliminary experimental investigation on the properties of the thermal density flow in open channel bend;
明渠弯道温差异重流特性研究初探
3) road lighting
道路照明
1.
The proper voltage of power supply and its optimal control for city road lighting energy conservation;
城市道路照明节电的供电电压及最优控制
2.
Principle and method for road lighting design in factory;
厂区道路照明设计的原则与方法
3.
Effectiveness analysis of energy-saving method in road lighting;
道路照明节电方法的功效分析
4) road illumination
道路照明
1.
The enegy-saving and consumption reduction strategy research of Chongqing urban road illumination;
重庆市区道路照明节能降耗策略探讨
2.
The paper introduces the development of green lights firstly,and then it analyses the actualities of road illumination on the basis of Chongqing city s correlative data.
本文首先介绍了绿色照明的发展情况,并以近年来重庆市道路照明的有关资料为基础,分析了道路照明的现状;从绿色照明在道路照明中的应用环节出发,着重光源和供电两方面,对各种路灯光源的类型及特点进行比较,论述了路灯光源的选择原则和方法,提出了补偿功率因数、改进电网质量、配置变压器的措施。
3.
The road illumination design of Changsha Xiaoxiang road and floodlight design of its attached green landscapes were introduced in detail, and the illumination design experience for city main roads were analyzed and summarized.
通过详细介绍了长沙市潇湘大道的道路照明设计与附属绿化景物的泛光设计,分析与总结出了城市干道的照明设计经验。
5) tunnel lighting
隧道照明
1.
The Study and Design of Tunnel Lighting Controller Based on Embedded System;
嵌入式隧道照明控制器的研究和设计
2.
This article discussed the application of the research results of photobiological effect and mesopic vision in the tunnel lighting,and the authors considered that the total vision effect of photobiological effect and mesopic vision could be represented by the reaction time.
该文探讨了光生物效应和中间视觉的视觉科学研究成果在隧道照明工程的应用,并认为光生物效应和中间视觉的视觉总效果可以用反应时间来表征。
6) approach illumination
引道照明
补充资料：《明渠及管道水流》
实验水力学经典著作。作者是爱尔兰人R.曼宁,1816年生于诺曼底，1897年逝世。他曾任市政工程办公室主任工程师和爱尔兰土木工程师协会主席。本书稿于1889年提交该协会，次年刊登在该会学报第20卷上，作者修正了以前的阻力公式缺陷，提出了有关均匀流流速的新公式，即，式中K为实验系数；R为水力半径；J为水力坡度。
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