average n. 1.平均,平均数。 2.一般水平,平均标准。 3.【商业】海损;海损费用;(给领航的)报酬。 arithmetical [geometrical] average【数学】相加[相乘]平均数,算术[几何]平均数。 general [particular] average 共同[单独]海损。 petty [accustomed] averages (支付给领航、港口等的)小额[例行]酬劳费。 above [below] the average 平常以上[以下]。 on an [the] average 平均;一般说来。 take [strike] an average 平均起来,折衷,扯平算。 up to the average 合一般标准。 adj. 1.平均的。 2.普通的,一般的。 3.【商业】按海损估价的。 The average age of the boys here is ten. 这些孩子的平均年龄是十岁。 students of average intelligence 智力水平一般的学生。 vt. 1.平均,均分。 2.平均是。 I average six hours work a day. 我每天平均工作六小时。 If you average 4 and 6, you get 5. 4和6均分得5。 vi. 1.平均。 2.(为得到更有利的平均价格而)买进(或)卖出(更多的股票、货物等)。 average down [up] 以低于平均价格买进[以高于平均价格卖出]。 average out 1. 最终达到平衡。 2. 达到平均数,平均为 (to) (The gain averaged out to 30 percent 利润平均为百分之三十)。
on average 按平均数计算; 平均,一般而言; 平均,一般说来; 平均;通常;普通; 平均起来,一般说来; 通常
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例句与用法
A experimental study on the 2d time - average flow over a backward facing step via piv 二维后向台阶流流动特性的实验研究
A curve integral method of flood calculations in average flow within the prescribed time 洪水演算中时段平均流量计算的曲线积分法
Discussion on 3 estimation methods of cross - section average flow velocity in tgp reservoir 三峡库区断面平均流速3种估算方法的讨论
According to the record of ancient documents , this paper gives the possible structure of li lan ' s steelyard clepsydra , and demonstrates the principle for the stabilization of average flow velocity 根据古文献记述,李兰秤漏很可能是使用弹簧联结权器和秤钩,以达到平均流速稳定的目的。
Recently in the simulation of indoor airflow , mainly adopted is the turbulence model theory , rans , which solves only the time - averaged flow field and cannot reveal the characteristics of the rapidly changing of turbulence 目前室内气流仿真主要采用湍流模式理论( rans ) ,但该方法求解的是时均场,体现不了湍流场瞬息万变的特点。
Aimed at the feature of great fluctuation of water flow - rate in rivers and taking the monthly average flow - rate at low water with 90 % guaranty in recent ten years as design flow - rate , the permissible amount of major pollutants discharged into yellow river by lanzhou namely the stochastic environment capacity of waters , was determined by using a stochastic computation mode on the basis of lognormal distribution theory 摘要针对河水流量变化大这一特点,采用以对数正态分布理论为指导的随机计算模式,以近十年90 %保证率最枯月平均流量为设计流量,确定黄河兰州段主要污染物的容许排污量,即随机水环境容量。
The conclusion is that inductive electromotive force , gotten from sensor with the distribution regularities of weighting function , is proportional to the average flow velocity in pipe and is not relevant to the distribution of flow velocity when flow velocity is non - central symmetry with the central axis . so electromagnetic flowmeter could solve the question of high accuracy in principles 得出按权重函数分布规律的传感器,在流速非中心轴对称分布时,感应电势仅与平均流速呈正比,而与流速分布无关的结论,从而从原理上解决电磁流量计了高精度测量的问题。
In the broad water area such as the coast , estuary , lake and large reservoir , the horizontal scale is far larger than the vertical scale , the variation of the hydraulic parameters ( for instance , velocity ) is smaller in the vertical direction than in the horizontal direction , and the flow field can be expressed as the average flowing value along the water depth , so the two - dimension plane numerical simulation technique of the water flow and water quality may be used in these areas 大多数生产实践问题要求进行二维水流水质数值模拟。在海岸、河口、湖泊、大型水库等广阔水域地区,水平尺度远大于垂向尺度,水力参数(如流速等)在垂直方向变化要小于水平方向的变化,其流场可用沿水深的平均流动量来表示,可采用平面二维水流流场与水质数值模拟技术。
According to the theoretical study and research - derived result , as well as the analysis of the geometrical distribution of bed and suspended loads in horizontal pipeline , an in - depth study is made on the proportions of such 2 loads in relation to average flow velocity . through the study , the expression defining the relationship between the flow regime and average flow velocity and other parameters are proposed 根据已有的理论和研究成果,通过分析水平管道中推移质与悬移质的几何分布,对二者的比例与平均流速之间的关系进行了深入研究,得出了浆体状态与平均流速和其它参数之间的关系式,确定了判定浆体状态的公式。
Second , we introduce a two - lane traffic model which is based on the ( 0 , 2 ) and ( 0 , 1 , 2 ) models . we mainly study the coupling effect of lanes . in two - lane traffic , vehicles can change lanes and overpass . the interactin between lanes is considered as coupling effect . the computer simulation indicate that ( dthe current of the system with cupling is greater than that without coupling ; 0for a certain initial density , the average flow and speed are indepent on the coupling coefficient which is greater than zero ; when the initial densities ( speeds ) of lanes are different , the characters of traffic system will be different 在单车道模型的基础上,建立v _ ( max ) = 2双车道模型,研究车道的耦合效应。双车道模型中车辆可以进行转道、超车,两道之间有耦合作用。模拟结果说明,有耦合时系统的流量比没有耦合时大;在固定的初密度条件下,只要耦合系数b 0 ,两道间的耦合强弱对流量和速度无影响;两道初密度分布不均匀和速度分布不均匀都能使交通系统特性发生变化。