分流口的英文

• diffluence col
• diffluence pass

• "分流"英文翻译    bypass flow; distributary; s ...
• "口"英文翻译    mouth
• "流口" 英文翻译 :    liukou
• "分流" 英文翻译 :    bypass flow; distributary; split-flow; shunt; shunting; branch; bridging
• "测流口" 英文翻译 :    metering orifice
• "放流口" 英文翻译 :    effluent
• "流口水" 英文翻译 :    make one's mouth water; run of the mouth; drool 这味道真美, 使人流口水。 it tastes delicious, and makes one run at the mouth
• "气流口" 英文翻译 :    airflow orifice
• "溢流口" 英文翻译 :    flow off; flowoff; outgate; over flow well; overflow gate; overflow hole; overflow ports; overflow vent; scupper
• "支流口" 英文翻译 :    tributary inlet
• "直流口" 英文翻译 :    downsprue; slot
• "叉状合流口" 英文翻译 :    parasyncolpate
• "馋得流口水" 英文翻译 :    make someone's mouth water; make someone’s mouth water
• "电流口语" 英文翻译 :    juice
• "放流口；出流水" 英文翻译 :    effluent
• "放流口泥塞" 英文翻译 :    tapping breast
• "高速流口" 英文翻译 :    outrush
• "狗流口水" 英文翻译 :    dog drool
• "节流口面积" 英文翻译 :    choke area
• "可变节流口" 英文翻译 :    settable orifice
• "控制节流口" 英文翻译 :    control orifice
• "流口水,说胡话" 英文翻译 :    drool
• "流口水，胡说" 英文翻译 :    drool
• "流口水的" 英文翻译 :    drooly; salivating a; slobbery
• "流口水的鸡" 英文翻译 :    slobbering chicken

• The operation measures for controlling over - filling ( over - emptying ) are feasible ; the hoisting loads of valve and miter gate are less than their design values respectively ; but , there exists cavitation phenomenon needed to pay attention to the first crossover culvert when the value is near and after whole opening
  控制超灌（泄）操作方式可行；阀门、人字门启闭力均小于设计值；阀门接近全开至全开后，输水廊道第一分流口有空化现象。
• In order to solute the problem of diffluence mouth ' s uppityness in the underneath boundary in physics model , the dissertation adopts numerical model to calculate the area from zhuqi to baiyantan , and offer the physics model and the water level of wenshanli and kegong and the diffluence rate . at the same time , the dissertation compare the result between physics model and numerical model in different project
  为了解决物模下边界分流口不易控制问题，本文同时采用数学模型进行更大范围即竹岐至白岩潭计算，将文山里、科贡水位、分流比提供给物理模型。同时，将方案计算结果与物理模型相互验证。
• 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。