河口段的英文

• estuary

• "河口"英文翻译    the mouth of a river; estuar ...
• "段"英文翻译    section; segment; part; para ...
• "河口段潮汐" 英文翻译 :    river tide
• "河口" 英文翻译 :    [地理学] river mouth; stream outlet; estuary; outfall◇河口地貌 estuarine geomorphy; 河口港 estuary harbour; 河口湖 estuarine lake; 河口泥沙 estuary sediment; 河口生态学 estuarine ecology; 河口生物 estuarine organism; 河口湾 firth; frith; estuary; 河口淤积 estuary sedimentation
• "出口段" 英文翻译 :    auslaufteil; exit section
• "进口段" 英文翻译 :    entrance zone; entry section
• "瓶口段" 英文翻译 :    pass
• "入口段" 英文翻译 :    entrance; threshold zone
• "出口段形状" 英文翻译 :    discharge shape
• "出口区，出口段" 英文翻译 :    auslaufbereich
• "进口段长度" 英文翻译 :    entrance length
• "进口段形状" 英文翻译 :    entry shape
• "喷管入口段" 英文翻译 :    nozzle entrance section
• "人口段效应" 英文翻译 :    entrance effect
• "延伸喷口段" 英文翻译 :    expandable nozzle skirt
• "锥形入口段" 英文翻译 :    tapered lead in
• "河口；河口湾" 英文翻译 :    estuarine
• "河口河口" 英文翻译 :    kuala; muara; river mouth
• "冰河口" 英文翻译 :    ice stream
• "波河口" 英文翻译 :    foci del po
• "草河口" 英文翻译 :    caohekou
• "叉河口" 英文翻译 :    bifurcation area
• "大河口" 英文翻译 :    dahekou
• "关河口" 英文翻译 :    guanhekou
• "灌河口" 英文翻译 :    guanhe kou

• Impact of water diversion from xinanjiang reservoir to north zhejiang province on water environment at qiantang estuary
  浙北引水对钱塘江河口段主要水环境的影响分析
• This thesis numerically modeled the current hi the outfall reach of a new floodway , and provide the scientific basis for the layout and design
  本文主要针对淮河入海水道河口段，利用数学模型研究其水流状况，为工程规划和设计提供科学依据。
• The computing results show that the current hi the outfall reach moves periodically because of the sea tide , but the influence decrease upstream
  数模的计算结果表明，淮河入海水道河口段水流受潮波影响呈周期性变化规律，但其影响程度从河口往上游逐渐减少。
• When the southern branch discharge about 800m3 / s , the water flow can be improved . the thesis not only concluded the current movement rules , but also explained many problems brought forward from engineering
  论文不仅研究了淮河入海水道河口段的水流运动规律，对于工程实践中提出的诸多问题也给出了满意的解答。
• To analyze the hydrodynamic structure of the estuary , 3d k - numerical model with curvilinear fitted coordinate has developed . the distribution of velocity and turbulent exchange coefficient at different time has obtained and analyzed
  紊流模型对测验河段进行计算，得到特征时刻该潮汐河口段的水力要素及垂向紊动混合系数的分布。
• This plan was well designed in accordance with the geographic features of suzhou new district . this area receives the flood of the upper reaches from the grand canal , pased by the flood from the western hills and accepted the local rainstorm run off at the same time . 3
  3 . 《苏州市长江防洪工程规划》苏州境内的长江位于长江河口段，同时受到洪峰、高潮和台风的影响，尤以三者同时遭遇，危害最大。
• Monitoring the sink of the estuary by utilizing remote sensing technique can not only directly show the effects of scouring - erosion variation of the channel at estuary section through a regulated discharge regime of the river , but also is the best presentation of the test influence to the estuary in plane
  利用遥感技术对河口尾间进行监测，可直观反映调水调沙对河口段河道冲淤变化的影响程度，也是调水调沙试验在河口影响的平面形态的最好展现。
• Hydrology regime and river channel evolution become complex because of double influences of river flow and tide . there is little appropriate method so far . therefore , when the impact us assessed of water project on flood control , the following aspects should be focused on , river evolution and stability of project - sections , design tidal level , flood - tide combination scheme , pre - project and post - project impacts on river channel , water level and flow condition
  长江河口段为潮流河段，径流潮流的双重作用使得区域水文情势、河道演变规律错综复杂，开展防洪影响评价研究时，河道演变及工程段稳定性分析，设计潮位的分析计算，洪潮组合方案拟定，工程前后对河道及水位流态影响的模拟等均是目前尚无十分成熟的方法，需要进一步研究的课题。
• In recent years , with the development of the economy in shengli oil - field , the water resources demand has increasingly added . at the same time , the yellow river valley economy has gain the significant increment in the last ten years , so its water use continually increases . the water measure of the yellow river mouth in shengli oil - field continuously has reduced , and breaking flowing time has become more and more , resulting in the contradict with oil - field supply and demand turning worse continuously
  近年来，随着胜利油田经济的多元化发展和城镇化进程的加快，必然导致对水资源需求量的增加，与此同时，黄河流域在近十几年来同样经历了一个经济高速发展期，流域内的耗水量大幅度增加，黄河河口段来水量不断减少，断流时间越来越长，造成了以黄河为主要水源的胜利油田供需矛盾不断加剧，供水工程暴露的一些问题亟待解决。
• Though the water levels cross one section are almost equal , the velocities differ greatly . at the some cross - section , the velocity in the in the quirk may be double as that on the floodplain . the water surface will rise hi the southern branch because of the improper diffluence ratio , if using the designed diffluence col
  淮河入海水道河口段水位值横向分布相差无几，而流速的横向变化较大，泓滩平均流速差最大可达一倍以上，在现有的分流口设计条件下，若按设计的南北汊分流比，南分流口有壅水现象发生，如果南汊分流增大到800m ~ 3 / s左右时，则水流较为通畅。