flow vi. 1.流,流动。 2.(血液等)流通,循环。 3.流过;川流不息;(时间)飞逝;(言语等)流畅。 4.(衣服、头发等)飘动,飘拂,(旗等)飘扬。 5.流出,涌出。 6.(潮)涨 (opp. ebb)。 7.出血,行经。 8.充满,斟满,富有。 9.〔古语〕泛滥。 10.来自。 Blood will flow . 一定会流血生事。 vt. 溢过,淹没;使泛滥,使充溢。 flow away 流走;流逝。 flow down 流下。 flow in 流入。 flow like water (酒)源源不绝。 flow out 流出。 flow over 横流,溢出,泛滥。 flow over into 涌入。 n. 1.流,流水,迳流,气流。 2.流出,流入,流动;川流不息。 3.流量,消耗量;流速,流率;生产量。 4.涨潮。 5.〔常 pl.〕 (特指尼罗河的)泛滥。 6.洋溢,饱满,丰满。 7.滔滔,流畅。 8.(衣服、头发等的)飘动,飘拂;(旗等的)飘扬。 9.【医学】月经 (= menstrual flow )。 soil flow 【地质学;地理学】流砂。 a flow of eloquence 口若悬河。 a flow of ten gallons a second 每秒十加仑的流率[量]。 a good flow of milk 丰富的挤奶量。 ebb and flow 涨落,盛衰,消长。 The tide is on the flow . 正在涨潮。 a flow of spirits 精神饱满,兴致勃勃。 a flow of soul 推心置腹,融洽的交谈。 flow of talk [conversation, words] 健谈,善于词令,滔滔不绝。 the flow of time 时光流逝。 a flow of traffic 车水马龙。
Testing methods for initial flow rate of membrance filters 薄膜滤器初始流速的测试方法
In initial flow distribution , make use of method of the minimum square summation , taking into account the length of pipe 在初分流量部分,采用最小平方和方法,并考虑管长因素。
In the process of optimal design of water supply networks , we can depend on computers in node demand calculation , initial flow distribution , and finally optimization 在管网的优化计算中,编制了一套完整的计算程序,包括管网的节点流量的计算、管段流量的初始分配和管网的优化计算。
From the distribution of initial flow , the optimal calculation of pipe networks and the drawing of the figure on equal hydraulic pressure line , they are connected with each other , if anyone of them is ameliorated , it will improve the total effect 从初始流量分配、管网优化计算到等水压线图的绘制,这三部分是密不可分的,任何一部分的改进与完善都有利于整体优化效果的提高。
The optimization system of water supply networks is very complicated . it deals with lots of factors from the process of networks " modeling , node demand calculation , initial flow distribution , and the optimal design to the drawing of pipe networks and isopiestic line . the total effect will be better if amelioration is imposed on each part of these processes 给水管网优化系统是一个比较复杂的系统,从管网的建模、节点流量的计算、初始流量的分配、优化计算到管网图形和等水压线的绘制,涉及的因素很多,任何一部分的改进与完善都有利于整体优化效果的提高。
When 20 percent cement is replaced by finely ground ti bfs in equal quantity , the hpc which initial flow ability can be improved greatly and its loss has been down . after 120min , the slump is 190mm , the spreading is 415mm , and the issue time is 15 seconds , which is absolutely applied to the pumping concrete 掺入20高钛矿渣微粉,采用1 . 2的高效减水剂b可以得到塌落度、扩展度较大且损失较小的高性能混凝土, 120分钟时,塌落度为190mm 、扩展度为415mm ,流出时间为15s ,符合泵送混凝土的要求。
With the flowchart the program can be divided into six parts and it includes initial flow field , computation of molecular motion , boundary treatment , re - sort of molecular , sample and computation of molecular collision . several cases have been simulated to certify the correctness of the program . dsmc method is improved using method of characteristics to modify the boundary condition and gets the goal as expected 首先,编程实现了基本dsmc方法对二维流动的计算,给出了所用算法的原理、相关模型,并结合程序结构流程图,分别介绍了初始化流场、计算分子的运动、边界的处理、分子的排序、抽样计算分子的碰撞、流场参数采样统计各个功能模块在fsmm2d中的实现,并对该程序进行了算例校验。
The finite difference method and matlab / simulink are used to simulate the pressure transients accompanying the growing and collapsing of gas bubbles and cavitation in low pressure hydraulic pipelines . a method using selector block in matlab simulink to solve the equations in spatial dimension is developed . the pressure transients under different conditions such as different initial flow rate , different viscosity and different initial gas bubble volume are simulated 采用有限差分及matlab / simulink仿真方法,提出了采用simulink中selector模块求解空间域上积分的方法,对低压液压管路有气泡和气穴产生的瞬态压力脉动过程进行了时间域和空间域上的求解,对不同起始流量、不同液压油粘度和不同初始气泡量等条件下的瞬态压力脉动过程进行了仿真研究。