设计洪水位的英文

• design flood level

• "设计"英文翻译    devise; project; plan; desig ...
• "洪水位"英文翻译    flood stage
• "水库设计洪水位" 英文翻译 :    design flood level
• "设计洪水" 英文翻译 :    design flood◇设计洪水遭遇 design flood occurrence; 设计洪水组成 design flood composition
• "设计洪水量" 英文翻译 :    design flood
• "标准设计洪水" 英文翻译 :    high water level in flood design; standard design flood; standard project flood
• "分期设计洪水" 英文翻译 :    stage design flood
• "设计洪水计算" 英文翻译 :    design flood computation
• "设计洪水频率" 英文翻译 :    design flood frequency; designed flood frequency
• "设计洪水遭遇" 英文翻译 :    design flood occurrence
• "设计洪水组成" 英文翻译 :    design flood composition
• "施工设计洪水" 英文翻译 :    design flood for construction period
• "水库设计洪水" 英文翻译 :    reservoir design flood
• "综合设计洪水" 英文翻译 :    synthetic project flood
• "设计洪水地区组成" 英文翻译 :    spatial pattern of design flood
• "设计洪水过程线" 英文翻译 :    design flood hydrograph
• "设计洪水进流量" 英文翻译 :    design flood inflow
• "溢洪道设计洪水" 英文翻译 :    spillway design flood
• "堤坝高于设计洪水的余高" 英文翻译 :    free board
• "水利水电工程设计洪水计算规范" 英文翻译 :    sl44-93
• "洪水位" 英文翻译 :    flood discharge level; flood height; flood level; flood plane; flood stage; flood water level; flood-discharge level; floodlevel; floodstage
• "非常洪水位" 英文翻译 :    abnormal flood level
• "分洪水位" 英文翻译 :    flood diversion stage
• "高洪水位" 英文翻译 :    high flood level
• "洪水水位" 英文翻译 :    flood level; flood stage; h w m

• Analyzing design flood line with arcgis software
  的设计洪水位分析
• When the water situation of any river or lake approaches the guaranteed water level or the safety flow capacity , or when the water level of any reservoir approaches the level of design flood , or when a great danger occurs to flood control works , the flood control headquarters under the relevant people ' s government at or above the county level may declare an emergency flood season
  当江河、湖泊的水情接近保证水位或者安全流量，水库水位接近设计洪水位，或者防洪工程设施发生重大险情时，有关县级以上人民政府防汛指挥机构可以宣布进入紧急防汛期。
• For jiangpinghe double - curved arch dam , 3 - d elasto - plastic fem is made , in which the point safety factors of the dam - abutments system and the safety margin for coefficients of sliding resistance on 7 potential sliding blocks of the dam before and after the reinforcement of the dam are calculated under the conditions of the normal storage level and the design flood level respectively based on the results from the analysis made with fem
  摘要对江坪河双曲拱坝进行了三维弹塑性有限元分析，利用有限元应力成果分别计算了正常蓄水位、设计洪水位等3种工况下加固前后坝体坝肩系统的点安全系数和7个可能滑动块体的抗滑富余系数。