水库正常蓄水位的英文
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"水库正常蓄水位"怎么读用"水库正常蓄水位"造句
英文翻译手机版
- normal reservoir level
- "水库"英文翻译 reservoir
- "正常"英文翻译 normal; regular; average
- "蓄水"英文翻译 retain water; store water; i ...
- "位"英文翻译 place; location
- "正常蓄水位" 英文翻译 : normal pond level; normal pool level; normal storage water level; npl
- "水库正常水位" 英文翻译 : normal pool level
- "水库设计(正常)蓄水位" 英文翻译 : normal pool level; normal (pool)level
- "正常蓄水高程" 英文翻译 : normal water storage elevation
- "蓄水位" 英文翻译 : impounded level
- "蓄水库" 英文翻译 : conservation reservoir; conservation storage; impounded reservoir; impounding reservoir; storage basin; water storage reservoir; water-storage reservoir
- "蓄水池, 蓄水库" 英文翻译 : impounding water reservoir
- "水库正在施工" 英文翻译 : the reservoir is under construction
- "最大蓄水位" 英文翻译 : maximum retention level
- "最高蓄水位" 英文翻译 : top water-level
- "地下蓄水库" 英文翻译 : groundwater basin
- "对置蓄水库" 英文翻译 : counter reservoir
- "上蓄水库" 英文翻译 : upper pool
- "水库,蓄水池" 英文翻译 : reservoirn
- "水库蓄水" 英文翻译 : reservoir filling
- "水库蓄水量" 英文翻译 : pondage of reservoir; reservoir storage capacity
- "蓄水库容" 英文翻译 : conservation storage
- "蓄水水库" 英文翻译 : water conservation reservoir
- "长期蓄水水库" 英文翻译 : long period storage reservoir; long-period storage reservoir
- "短期调蓄水库" 英文翻译 : short time storage reservoir; short-time storage reservoir
- "短期蓄水水库" 英文翻译 : short-time storage reservoir
例句与用法
- After the reservoir sluices , the national highway 213 in this area will be submerged . so the national highway 213will increase its elevation to about 920 meters . in order to estimate the influence of the slope - sliding and bank - collapsing which caused by the reservoir sluices to the elevated highway , and to estimate possible emigration problem , stability analysis of landslide body no . l , 2 , and 3 in i , ii area which located in bank accumulation body of zipingpu reservoir in national highway 213 is made by transfer coefficient method and 2 - d 3 - d fem in this paper
紫坪铺水库正常蓄水位高程877m ,水库蓄水后将淹没该段现国道213线,因此国道213线将改线抬高至920m高程附近,为正确评价因水库蓄水造成的滑坡、塌岸对改线公路的影响,以及可能产生的移民问题,本文用传递系数法和二维、三维有限元方法对有可能失稳的213国道紫坪铺库区库岸堆积体、区的1号、 2号、 3号滑坡体进行了稳定性分析。
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