渠段的英文

• canal reach

• "渠"英文翻译    canal; ditch; channel
• "段"英文翻译    section; segment; part; para ...
• "尾水渠段" 英文翻译 :    tailrace section
• "渠盖" 英文翻译 :    drain cover
• "渠底坡降" 英文翻译 :    gradient of canal
• "渠盖；槽盖" 英文翻译 :    channel cover
• "渠等" 英文翻译 :    theythose people
• "渠沟" 英文翻译 :    qugou; trench
• "渠道组装" 英文翻译 :    channel assembly
• "渠管" 英文翻译 :    pipeline
• "渠道组织结构" 英文翻译 :    channel institutions
• "渠管化" 英文翻译 :    canalization
• "渠道纵断面" 英文翻译 :    profile of canal

• 4 . for collapse erosion , should make gradual side slop and lining the bank of canal
  ( 4 )对于渠道塌坡、滑坡比较严重的渠段则需削坡和铺砌护岸。
• 6 . for slightly erosion canal , can plant trees and grass on the dyke to prevent the lateral erosion . 7
  ( 6 )对于渠道变形不剧烈的渠段，在马道上采取植树种草等生物措施，防止渠道的侧向侵蚀。
• 5 . for frozen erosion the good measure is to cut slop and lining with coarse gravel ; meanwhile , adjust the canal operating to less the frozen
  ( 5 )对于冻融和冻胀较为严重的渠段则宜采用削坡后铺碎石护岸；为减轻冻融侵蚀，同时采取适当的调度方式。
• By using the p + pr algorithm and the technique of synchronous gate operation , a mathematical model of multireach canal systems in the mode of constant water - volume control was developed ; and it was programmed to simulate the control process
  摘要应用闸门同步操作技术和p + pr算法，建立了多渠段串联渠系并有渠侧出流的等体积控制模型，并编程对控制过程进行实时模拟。
• In the canal with sand moving balance and stable bed , may keep the current status ; for the sediment canal which seriously reduced discharge , may properly clean sediment ; for the seriously scoured canal , such as curved canal , should lining the canal
  对于输沙达到平衡、河床比较稳定又达到输水能力的渠段，可保持现状；对淤积比较严重又影响输水能力的局部渠道，可进行适当疏浚清淤；对淘刷比较严重的弯道凹岸进行工程护砌。
• In this paper , we study the most serious damming section of the east - one main canal , which is from the entrance of the hao wan flume ( chainage12 + 123 . 6 ) to the exit of shang tian yuan tunnel ( chainage24 + 091 . 1 ) . the main content is analyzing the flow characteristic of the canal , setting up mathematical model of the discharge condition of the east - one main canal , according to the survey section and actual roughness factors , building , bend and so on , we divided the canal into more than loocaculation segments . each segment is calculated by microsoft excel electrical table through computer as permanent transition flow of non - prismatic channel
  本论文研究的渠段为陆浑灌区东一干渠壅水最为严重的渠段，从郝湾渡槽进口(桩号12 + 123 . 6 )至上天院隧洞出口(桩号24 + 091 . 1 ) ，其主要内容是，分析渠道水流特征，建立东一干渠输水状况的数学模型，根据测量断面及实际糙率、建筑物、弯道等因素的不同，将渠道划分成120多个计算段，每段按非棱柱体恒定渐变流，运用microsoftexcel电子表格进行编程计算。
• Which is situated in the western of he nan and is drought year in year out and it is a multiple - purpose water supply development with agricultural irrigation , municipal water supply and rural water of men and domestic animals . the irrigation district was designed by he nan water survey designing institute in 1967 , and began to be built in 1970 . the aggregate main canal and the east - two main canal were built up and began to irrigate partially in 1974 . up of the dong song part of the main canal had been built in 1980 , and the first periodical project was completed in 1991 . one part of the west main canal was built afterward
  河南省陆浑灌区是河南省百万亩以上大型灌区之一，地处十年九旱的河南省西部，是一集农业灌溉，城市供水，农村人蓄吃水为一体的多目标供水工程，灌区于1967年由河南省水利勘测设计院开始勘测规划设计， 1970年开工建设， 1974年建成总干渠、东二干渠，并通水局部施灌， 1980年完成东一干渠东宋以上渠段， 1991年第一期工程竣工验收，以后又修建了西干渠部分工程。