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water flow相关的网络例句

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On the basis of comparison of the Bernoulli equation and operating parameteres for clean water flow with those for silt-laden water flow,different features of energy transformat...

指出了在相同静水头下含沙水流时水轮机的工作水头小于单相液体的工作水头以及水轮机输出功率、效率等参数的变化规律和含沙量的关系。

Proceeding from the viewpoint of two-phase flow,the Bernoulli equation for silt-laden water flow is derived, which reflects real mechanic characteristics of silt-laden water flow.

从两相流动观点出发,推导了含沙水流时的伯努利方程式,使其更能真实地反映含沙水流的力学特性;对含沙水流条件下水轮机的工作参数进行了定义,进而推出其具体计算方法。

Those rarely refer to the researches about water pressure function mechanism. In fact, the water flow intrudes upwards with a loss of the distance water and energy wastes for splitting rocks when confined groundwater intrudes upwards through coal seam water-resisting layer. The water flow under the coal seam scaleboard consumes more energy after it intrudes at a certain height.

实际上,煤层底板高承压含水层水沿隔水底板岩层向上导升过程中,存在一定的沿程水头损失和劈裂岩体裂隙的能量损耗,下伏含水层高压水在底板隔水层下部劈裂导升一定的高度后,在导升段的能量消耗很大,这时作用于有效隔水层段下部的实际水压已远远小于含水层中的观测水压,真正作用在有效隔水层上的水压为残余水压P_c,对底板有效隔水层起破坏作用的有效水压力亦应为残余水压。

In traditional study of water flow i n vadose zone, little attention is paid to the effect of air entrapment, while this effect is rather important. T here take place not only water flow, but also air flow in vadose zone.

与传统的包气带中水流研究相比,水气二相流更准确地描述了包气带中的水与空气的流动情况,这对更好地了解固体废物处置场中污染物的运动规律具有重要的意义。

The Bamboo Creek wetland system has a channel configuration, which consists of a subsurface flow unit (4 m × 50 m), a free water surface flow unit (4 m × 150 m), and an SSF unit (4 m × 50 m) connecting in series. Macrophytes with functions of pollutants purification and landscape values, such as cattail, cyperus, vetiver grass, reed, and canna, were planted in wetlands.

竹溪湿地系统由三个单元串联所组成,第一单元为表面下流动湿地(SSF,subsurface flow system,长50m,宽4m,200 m2),第二单元为表面流动式系统(FWS,free water surface system,长150m,宽4m,600 m2),第三单元为SSF湿地(长50m,宽4m,200 m2)。

Through optimum design to cooling water chamber structure of blast furance, reasonable commanding water flow and increasing speed of water flow, the cooling capacity of tuyere is increased more toan 10 times compared with vacant chamber tuyere.

通过对高炉风口冷却水腔结构的优化设计,合理布置冷却水流,提高水流速度,增加换热面积,使风口的换热冷却能力较空腔风口提高10倍多。

The test results showed that when the cycle water flow was 65m^3/h and the oxygen flow was 1, 2,……, 10L/min, the relationship between the dissolved oxygen and oxygen flow in the water was y=0.1009χ^2+0.0594χ+5.9588 (r=0.9927). According to the mass balance principle, the maximum oxygen utilization rate of oxygen cone was calculated at 84.56%. Under the condition of the maximum oxygen utilization rate of oxygen cone, according to the rate of Nile tilapia oxygen consumption, the number of oxygen cone was projected in industrialized fish farming system. It provided the basis for oxygen supply system design in industrialized fish farming system.

结果表明,在循环水流量为65 立方公尺/h,水温24.5℃,氧气流量为0, 1, 2,……,10 L/min的条件下,溶氧与氧气流量回归方程为y=0.1009χ^2+0.059 4χ+5.958 8(r=0.9927);根据物料平衡原理,推算出氧气锥的最大氧气利用率为84.56%;在最大氧气利用率的条件下,依照尼罗罗非鱼的耗氧率计算模式,推算出工厂化养鱼系统需配置氧气锥的台数。

In calculation of water flow in a heat water boiler of natural circulation, the influence of the nonuniformity of heat load along the height and width of its heat-absorbing surface should be taken into consideration, with the help of a Z-80 computer, through a great number of analyses and calculations,a simplified method to calculate the circulating water flow along a nonuniform heatabsorbing surface is worked out and presented in this paper.

在进行自然循环热水锅炉的水动力计算时应该考虑沿受热面高度和宽度受热不均匀性的影响。本文利用计算机,通过大最分析计算,提出了沿受热面高度和宽度受热不均匀时简单循环回路水循环计算的简化方法。

Based on numerical simulation flow after treatment methods and implementation. This paper drawing river ice jam thickness contour map, vertical water flow under the ice jam contour map as an example, the use of Surfer software described in detail various graphics rendering; Focused on the Surfer with VB programming software secondary development to achieve flow numerical simulation after treatment, showed that automatic change the data files to the Surfers;Introduced Active automation technology and Visual Basic Application Program Interface, and the interface technology will combinate VB powerful software development capabilities and Surfer software powerful mapping functions , achieve the key code and the mapping results map examples: under the ice sheet flow velocity field vertical contour map, three-dimensional wire-frame plans, such as flow field vector graphics, and dynamic display and output the graphics.

基于水流数值模拟后处理的方法与实现,本文以绘制河流冰塞厚度等值线图、冰塞下水流纵向流速等值线图为例,详细介绍了运用Surfer软件绘制各种图形的方法;重点阐述了用VB编程对Surfer软件进行二次开发实现水流数值模拟后处理,显示向Surfer数据文件自动转换的过程;介绍了Active自动化技术及其与VB应用程序的接口技术,并利用该接口技术将VB的强大软件开发能力和Surfer软件强大的绘图功能相结合,给出了实现该接口技术的关键代码以及绘制成果图件的实例:冰盖下流速场纵向流速等值线图、三维线框图、流场矢量图等图形,并输出图形与动态显示。

This paper reviewed the developments in 2-D numerical model of the water flow. By means of the latest observation data of the prototype, the detailed analysis was made on the major thalweg, section, island and bottomland, the erosion and deposition of the river bed and the scour hole near the dock and the law of the fluvial process was obtained. Based on the related references, the evolution trend of the channel after the Three Gorges was finished was predicted. The 2-D mathematical model of the water flow was set up and validated using the latest data. With the model, the flow and velocity of several cases were calculated. The stability computation of the bank at the typical section under difference conditions was carried out by adopting the world widely used Geo-Slope slope stability analysis program. Finally, the synthetical evaluation on the influence of the project on the flood level, velocity, river circumstances, bank protection and flood prevention was made and the conclusion that the construction of the dock had little effect on the flood discharge was obtained.

本文介绍了平面二维水流二维模型研究进展,对河道历史演变概述,通过最新原型观测资料对河道近期主泓线、断面、洲滩、河床冲淤、码头附近冲刷坑等进行详细分析,总结近期河道演变规律,并参考有关文献,对三峡建成后河道演变趋势进行预测;建立了平面二维水流模型,并根据最新资料对模型进行率定和验证,采用模型对几种工况组合进行壅水和流速计算;采用国际上广泛应用的Geo-Slope滑坡稳定分析程序对几种工况条件下工程断典型断面岸坡进行稳定性计算;最后总结工程建设对洪水位、流速、河势、堤防及防洪抢险等方面进行综合评价,得出码头建设对行洪影响较小的结论。

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