不淤流速的英文

• transportation velocity
• velocity to prevent sedimentation

• "不"英文翻译    a block of wood
• "淤"英文翻译    become silted up
• "流速"英文翻译    velocity of flow; strength; ...
• "渠道允许不淤流速" 英文翻译 :    permissible nonsilting velocity in canal
• "不淤积流速" 英文翻译 :    non-silting velocity
• "不淤临" 英文翻译 :    non silting velocity
• "流速" 英文翻译 :    [机械工程] velocity of flow; strength; [水文] current velocity; current speed; flow rate◇流速管 pitot tube; 流速计 hydrodynamometer; rhysimeter; flowmeter; pitometer; 流速仪 current meter
• "不淤渠道" 英文翻译 :    non-silting channel
• "不淤塞水泵" 英文翻译 :    non-clogging pump
• "不冲不淤比降" 英文翻译 :    stabilized grade
• "不冲不淤河槽" 英文翻译 :    stabilized channel
• "不冲不淤的渠道" 英文翻译 :    silt stable channel
• "不淤不冲的渠道" 英文翻译 :    silt stable channel
• "测流速" 英文翻译 :    measurement of current velocity; velocity gauging; velocity measurement
• "潮流速" 英文翻译 :    tidal velocity
• "等流速" 英文翻译 :    velocity， uniform
• "低流速" 英文翻译 :    iow flow
• "点流速" 英文翻译 :    point velocity
• "流率；流速" 英文翻译 :    flow rate
• "流速, 流量" 英文翻译 :    flow rate; flowrate
• "流速，速度" 英文翻译 :    velocity
• "流速摆" 英文翻译 :    hydrometric pendulum
• "流速表" 英文翻译 :    gidromtr; hydrometer; tachometer
• "流速层" 英文翻译 :    velocity layer
• "流速差" 英文翻译 :    current difference; velocity deficiency

• Finally , the equations of the velocity when the particles start to move , suspend and stop were gotten from the rule of silt sediment movement . the velocity with no depositting was gotten from a equation of silt sediment movement in drainage
  最后又借用泥沙运动方面以及污水管道内泥沙运动方程的知识,得出了不同管径下颗粒的起动、扬动、止动流速与管道运行临界不淤流速。
• Based on the riverbed evolution analyses of the downstream reach of oujiang estuary and physical model test of eight types of regulation projects , an estimation method for nondeposit velocity satisfying channel depth is presented under fixed bed model test condition
  摘要通过对瓯江口外段河床演变分析，以及8种航道治理工程的物理模型试验，提出了在定床试验条件下满足航道水深所需的不淤流速的估算方法。
• In this paper , wastewater is looked on as solid - liquid two - phase flow . firstly , the sedimentation of the particles in fluid was analyzed , and some equations was induced under different flow conditions . this set a base for the velocity in the next chapters
  本文将污水视为固液两相流,首先对颗粒在流体中的沉降理论进行了分析,从中得出沉降速度在不同流动状态下的表达式,为后面分析颗粒的起动、扬动、止动流速与管道运行临界不淤流速打下了一定的基础。
• And the relation between these velocity was analyzed at last . this is the conclusion : ( 1 ) the distribution of the velocity and concentration are get in the open channel flow and as the sewage flow is gravity flow , the equations is fit for this too . ( 2 ) generally speaking , the self - cleaning velocity should be the starting velocity , and it could fit for the self - cleaning target in limited sense theoretically , but when facing some higher requirement , it is not large enough
  最后结合污水流动的最小设计流速与颗粒起动流速、临界不淤流速的关系进行了分析,结论如下: ( 1 )文中所得出的速度分布与浓度分布是在明渠两相流动情况下推得的,由于污水管道流动多为重力流,是明渠流中的一种,所以文中的分析在认识污水流动特性方面具有一定的参考价值。