SIMILARITY LAW OF FLUCTUATING PRESSURE WITHIN HYDRAULIC JUMP AREA

Through a series of model tests of five scales for 2-D free hydraulic jump, the da-ta of fluctuating pressure acting on the floor level within the hydraulic jump were obtained. Dur-ing the experiments, Froude number varied from 2.94 to 8.61, and Reynolds number rangedfrom 2×10~4 to 6×10~5. Experiment results indicate that the amplitude scale of fluctuating pres-sure is the length scale of model, i. e. P'=L, which agrees with gravity similarity law: Thefrequency scale of the fluctuating pressure is a unity i. e., f=1, which does not satisfy thegravity similarity law.     

提高动力问题直接积分法的精度

一、概述在结构动力分析中,广泛采用直接积分法求解时域内的运动方程。主要的方法分两类。第一类为显式方法。即将加速度和速度用连续的位移值表示,在运动方程中,加速度和速度被每一时间步长内所要求出的位移矢量所代替。这类方法的主要区别在于有各种不同的假定,它们的—个主要缺陷就是它们是条件稳定的。事实上可以说明所选时间步长增量必须远     

伊朗迪兹拱坝的再分析

本文对迪兹拱坝的静力和动力再分析结果进行了讨论。这座203.5m高的双曲拱坝,位于地震活跃的扎格罗斯山脉,是目前亚州最高的拱坝。该坝的特点之一是用周边缝把坝体与混凝土鞍座结构分隔开。采用滑移和无拉伸能力的曲线等参数接缝单元进行了非线性静力分析。还做了校正分析。由于库水位的变化,拱冠悬臂梁的径向变位是通过优化大体积的弹性模量进行校正的。最后,本文探讨了最大可信地震的非线性动力分析结果。使用破坏指数叙述了诱发地震的破环,该破坏指数可对不规则应力时程的不同类型进行比较。严密的分析表明,采用现代设计标准比用试载法得出较高的应力。     

欧文瀑布电站采用预应力锚束进行加固

乌干达欧文瀑布电站发电机周围的混凝上产生裂缝,采用预应力锚束进行加固,施工时电站仍继续运行。本文叙述了锚束设计和试验的有关情况。欧文瀑布大坝及电站隶属乌干达电力局,建在里彭瀑布(被称为尼罗河发源地)的下游、欧文瀑布的上游。在水轮机及蜗壳四周为大体积混凝上,柱、墙均为钢筋混凝上。水轮机上部的柱体混凝上中埋入钢结构。以钢屋架支承预制混凝     

A BOUNDARY INTEGRAL EQUATION AND ITS NUMERICAL SOLUTION OF POTENTIAL FLOW AROUND SURFACE-IRREGULA-RITIES

In this paper,using complex functional theory,the authors turn the potentialflow around the surface irregularities in a pressure conduit and semi-infinite platforms intoDirichlet problem.Based on Schwarz formula and by the application of Plemelj's formula,theauthors change the problem into the integration of a Cauchy boundary integral equation in theflow plane through the substitution of variables.Using numerical integration,the authors obtainthe velocity distribution and pressure coefficient along surface irregularities and platforms.Thephysical concept of this method is clear,the convergent speed is rapid and the computative effi-ciency is high.The calculated values agree well with the measured results.It is an effective andsimple method in solving potential flow.     

NUMERICAL SIMULATION OF STRATIFIED FLOW WITH BOTH VERTICAL TEMPERATURE GRADIENT AND VERTICAL SALINITY GRADIENT

Density stratified flow with both the vertical temperature gradient and the verti-cal salinity gradient is simulated numerically, in which turbulent terms are calculated by a sim-plified turbulence stress/flux algebraic model. The feature of stratification and turbulence is de-scribed correctly by the model. The computational results agree well with the experimental data.However, the k-e turbulence model is not so successful.     

QUALITY: NUMBER ONE GOAL FOREVERY MANAGER

CityManagerRichardPicherackleadstheadministrationoftheCityofEdmonton.HereportsdirectlytoCityCOuncil,andisresponsealforcarryingoutthedecisionsmadebyCityCouncil.TheCityofEdmontonsmissionstatemintis"toservethecitionsofEdmontonbyprovidinghigh-quality,cost-effectiveservicestomeetexistingandemergingcivicneedsconsistentwithcouncil,8policies."Severalyearsop,thecity'sadministrationintroducedqualityprocessesintotheworkplace.Sincethen,qUalityhasassUmedincreasinglygreaterinportacetotheadministuation…     

NUMERICAL SIMULATION OF STREAMBED HEAT TRANSFER

１．　ＩＮＴＲＯＤＵＣＴＩＯＮＴｈｅｓｉｍｕｌａｔｉｏｎｏｆｓｔｒｅａｍｗａｔｅｒｔｅｍｐｅｒａｔｕｒｅｉｓｓｉｇｎｉｆｉｃａｎｔｌｙｉｍｐｏｒｔａｎｔｆｏｒｔｈｅｓｔｕｄｙｏｆｎｕｍｅｒｉｃａｌｍｏｄｅｌｉｎｇｏｆｒｉｖｅｒｉｃｅｐｒｏｃｅｓｓｅｓ［１］　．Ｈｉｓｔｏｒｉｃａｌｌｙ，ｔｈｅｍａｔｈｅｍａｔｉｃａｌｍｏｄｅｌｉｎｇｏｆｔｈｅｔｒａｎｓｐｏｒｔａｎｄｆａｔｅｏｆｈｅａｔｉｎａｗａｔｅｒｂｏｄｙｈａｓｂｅｅｎｔｈｅｓｕｂｊｅｃｔｏｆｅｘｔｅｎｓｉｖｅｓｔｕｄｙｆｏｒｖａｒｉｏｕｓｒｅ…     

槽蓄演算方法的数学探讨

本文从理论分析和数值模拟探讨了槽蓄演算方法的某些数学观点。为了消除演算开始几个时段出现出流量小于原稳定流流量的不合理现象,探讨了两种演算方法的最小计算时段。对改进的马司京干法进行研究,发现了当采用适当的计算时段长时,流量权重因数可扩展至1.0。分析了“相对槽蓄量”概念,指出校正初始槽蓄量是不必要的。对槽蓄量与示储流量关系的经典的最优线性拟合法进行了研究,并举例说明这种系统识别方法是不可靠的。最后讨论了应用参数随流量而变化的可能性。