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1)  Pollution zone
污染带
1.
Application of two-dimensional stochastic model of water quality in simulating pollution zone;
二维随机水质模型在模拟污染带中的应用
2.
Concentration distribution of oil droplets beneath a finitely-long oil slick at water surface and pollution zone;
水面有限长油膜下油滴浓度分布及其污染带的数值计算
3.
The pollution zone distribution is simulated under a coupled pollutant superposition condition by using high precision mesh in a 21km river reach;and analysis is made to find whether the pollutant will have great influence on the water intakes in the reach,and so as to .
以金沙江中游某河段为例,通过分析城市河流的特性,建立平面二维水质模型,根据河段内当前存在的排污口的排污特征及其位置分布,计算了多排污口同时排污情况下河段内的水质情况,采用高精度网格对21 km的河段进行计算,模拟了污染物在河流中叠加耦合后的污染带分布,并根据计算结果分析判断污染物是否会对河段中取水口产生较大的影响,从而为城市规划提供了一定的科学依据。
2)  Contaminated zone
污染带
1.
Study on phenolic contaminated zone of the Changjiang River in Wuhan;
长江武汉段工业港酚污染带研究
2.
Considering natural decrease, boundary limit and national standard of water quality,a calculation method for the range of the contaminated zone is presented in this paper.
将国家环境水质标准与待确定的污染带范围联系起来,结合自然降解与边界影响,给出污染带计算的一般公式,并结合实例分析了污染带允许氏度与削减量之间的关系,方法可供水质管理最优化决策参考。
3)  pollution belt
污染带
1.
Factors affecting the pollution belt at tidal estuaries;
潮汐河口污染带影响因素研究
2.
The pollution belt of Yuehe River was calculated according to consider the irregularity of river and apply the cumulative flows coordinates method with two-dimensional water quality model.
以汉江旬阳库区安康段的月河为例,将月河视为连续点源,考虑河道的不规则性并采用二维水质模型累积流量坐标法计算月河污染带,结果表明,河道的不规则性对污染带分布有较大影响,使污染物浓度分布沿程起伏变化,污染带长度和宽度与规则河道解析解结果相差不大。
4)  damage zone
污染带
1.
The effects of channel diameter,perforation depth,damage zone depth,formation anisotropy and penetrating type were compared for penetrating through damage zone and not through.
利用有限元数值模拟方法研究了钻井污染带存在情况下,射流射孔的孔径、孔深,地层污染带厚度、地层各向异性和布孔方式5个参数对射孔井产能的影响。
2.
The drilling damage zones and compacted zones of conventionally perforated wells have seriously harmful effects on the productivity.
常规射孔完井污染带和压实带对油井产能有非常不利的影响;高压水射流射孔完井可以避免常规聚能弹射孔完井方式伴随的射孔压实带对油井产能的严重影响,并且可以减少钻井污染带对产能的影响;在低渗透率地层,应尽量避免采用常规聚能弹射孔而采用高压水射流射孔完井。
5)  polluted belt
污染带
1.
Based on the present situation of water quality investigation and prediction of pollution sources, the 2-D steady-state water quality model was adopted for prediction of the length of polluted belts caused by pollutants discharged from various outlets into the river.
在水质现状调查和污染源预测基础上 ,采用二维稳态水质模型预测各入河排污口造成的污染带长度 ,结合各排污口排污量、污染带长度与所在功能区水质保护目标的关系进行多方案比较 ,从而确定各控制单元合理的污染物总量控制目标 ,提出水污染控制方案。
2.
The diffusion characteristics and formation of polluted belt have to be considered for an accurate calculation of capacity of aquatic self purification in polluted river.
排污口到污染带扩散至全河宽之间的河段按污染带形式来处理。
6)  Residual contamination
携带污染
补充资料:板带轧制速度规程(见板带轧制规程设计)


板带轧制速度规程(见板带轧制规程设计)
speed schedule for plate and strip rolling

  bandai zhazhi sudu guieheng板带轧制速度规程(speed seheduxe fo:plateand strip rolling)见板带札制规程设计。
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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