蓄水期的英文

• impoundment stage
• storage period

• "蓄水"英文翻译    retain water; store water; i ...
• "期"英文翻译    designated time
• "蓄水" 英文翻译 :    [水文] retain water; store water; [土] impound◇蓄水池 pool; reservoir; source; cistern; lasher; piece of water; water storage basin; 蓄水工程 retaining works;(water) storage pro-ject
• "抽水期" 英文翻译 :    abstraction phase; pumping period
• "低水期" 英文翻译 :    low-flow period
• "丰水期" 英文翻译 :    high flow period; high water period; high-water period; wet season
• "高水期" 英文翻译 :    high water season
• "灌水期" 英文翻译 :    watering period
• "洪水期" 英文翻译 :    flood period◇洪水期河床 high water bed; 洪水期贮水量 flood storage capacity
• "浸水期" 英文翻译 :    soaking period
• "枯水期" 英文翻译 :    dry period; dry season; low flow period; low water period; low water season; low-water season; period of low flow; time of low water
• "排水期" 英文翻译 :    drainage period
• "平水期" 英文翻译 :    level period; normal－water period
• "潜水期" 英文翻译 :    submerging period
• "停水期" 英文翻译 :    shut-down period
• "脱水期" 英文翻译 :    water smoking period
• "涨水期" 英文翻译 :    rising flood stage
• "滞水期" 英文翻译 :    period of stagnation
• "中水期" 英文翻译 :    normal water level period
• "注水期" 英文翻译 :    flood period; injection life
• "蓄水池, 蓄水库" 英文翻译 :    impounding water reservoir
• "非洪水期" 英文翻译 :    non-flood season
• "高含水期" 英文翻译 :    high water-cut stage
• "涸水期水位" 英文翻译 :    lower water level
• "洪水期；潦期" 英文翻译 :    flood period

• Base on data , distortion character of lianhua faced rock - fill dam body has been reappeared by non - linear denken e - b model fem analysis ; at the same time , parameters in calculation accordant with model are adopted either in construction stage or in storage period
  本文根据资料所进行的非线性邓肯e - b模型有限元分析，计算分析了莲花面板堆石坝坝体的变形性状；同时在计算中，无论施工期或蓄水期，都采用与模型配套的统一的参数。
• In this project , the maximum height of the dam is 81m , but the deep overburden in the riverbed has the depth of 147 . 95m which is about two times of the maximum height of the dam body , so the seepage and liquefaction prevention of the dam foundation becomes the key and important problem in the design of the dam project . the static stress and deformation under three different projects - horizontal blanket project , clay core project and asphalt core project - for the dam is analyzed comprehensively . the damage that may be induced by variable factors on the dam body in time of engineering completion and water impounding operation period is seriously studied
  其次，将这一模型用于分析下坂地水利枢纽工程，由于该工程河床覆盖层深度最深达147 . 95m ，是坝体高度的近两倍左右，坝基的渗流和液化成为坝体安全主要问题，本文对该坝的三种设计方案即水平铺层防渗方案、粘土心墙防渗方案及沥青心墙防渗方案的静态应力位移及坝体在竣工期、蓄水期等各个阶段可能产生的破坏进行了认真研究。
• Abstract : this paper gives an account of the service behavior of dam safety monitoring system of tianshengqiao hydorpower station during construction period , impounding period and operation period , with comparing the deformation conditions of the dam before and after impounding and the behavior of the dam since its operation
  文摘:通过大坝安全监测，天生桥一级水电站大坝安全监测系统在施工期、蓄水期及运行期的工作性态，比较水库蓄水前后大坝各项监测内容的变形情况以及大坝运行到目前的工况。
• To ensure the safety of the dam and provide the technology for the decision during the process of construction and store water . in this article , the elastic - plastic stress - deformation of dam is calculated and the consolidation is analyzed . including the rock - fill dam , the stress and deformation distribution of cut - off wall , the deformation of sloping core , the incresment and subduction of pore water pressure and the effective stress situation calculation
  为确保大坝安全，并为大坝施工期和蓄水期运行决策提供必要的技术支持，本论文根据上坝土料的应力一应变一强度特性、渗透和固结等特性，对坝体进行了弹塑性应力变形计算和固结分析，包括大坝堆石体、防渗墙的应力及变形分布和斜心墙的变形、孔隙水压力增长及消散和有效应力状态计算等。