1.
my right hand; right center field; a right-hand turn; on the right when facing downstream; the right bank of the river.
我的右手；右中外场；右转；面朝下游时在右边；河的右岸。
2.
the region of Paris on the north bank of the Seine.
法国巴黎的一个区，位于塞纳河北岸或右岸。
3.
On the second day the vanguard on the right bank fell behind.
第二天，右岸的先锋部队落在后面了。
4.
Record for the investigation on the right bank of Yalujiang River in 1996;
1996年度鸭绿江右岸考察记录(下)
5.
Life Philosophy of The Right Bank Of E'Erguna River
试论《额尔古纳河右岸》中的生命哲学
6.
Exploration of the Shamanistic Cultural Elements in on the Right Bank of the Argun
《额尔古纳河右岸》中萨满文化元素探微
7.
Analysis on the Dam Bypass Seepage on Right-bank in the Dam Site of Songta Hydropower Station
松塔水电站坝址区右岸绕坝渗漏分析
8.
The Rigidity and Strength Analysis on Hydraulic Turbine Runner of the Three Gorges Power Station(Right Bank)
三峡电站(右岸)水轮机转轮刚强度分析
9.
Features of the Alarm Mechanism of Computer Supervisory System of Three Gorges Right Bank Power Station
三峡右岸电站监控系统报警机制特点
10.
The Researching of Turbine Main Parameters Selection for Three Gorges Right Bank Power Station
三峡右岸水电站水轮机参数选择研究
11.
Function Design and Implementation of AVC in Three Gorges Right Bank Hydropower Station
三峡右岸电站AVC功能设计及实现方法
12.
Study on Stability of the Right High Slope and Dangerous Rock in the Dam Area of GuWa Hydropower Station;
古瓦水电站坝址区右岸高边坡及两岸危岩体稳定性研究
13.
Analysis of Observation Data for Turning Section of Right Part of Danjiangkon Concrete Dam
丹江口混凝土坝右岸转弯坝段观测成果分析
14.
Three Gorges Right Bank First-stage River Diversion Concrete Dam Body Joint Grouting
三峡右岸一期导流工程混凝土坝体接缝灌浆
15.
Water Guiding Tunnel Slope Stability Analysis in Right Bank in JinChuan Hydro-power Station;
金川水电站右岸导流洞进水口边坡稳定性评价
16.
Research on Slope Stability of Intake Slope on Right Bank of Jinping Ⅰ Hydropower Station;
锦屏一级水电站右岸进水口边坡稳定性研究
17.
Analysis of the Stability of the Slope of the Outlet Section of Spillway Tunnel of Luding Hydropower Station;
泸定水电站右岸泄洪洞出口边坡稳定性研究
18.
Studying on the Stability of the High and Steep Rocky Slope at the Right Bank of Anterior Dam in Pubugou Hydraulic Power Station;
瀑布沟坝前右岸岩质高陡边坡稳定性研究