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.     

稀释剂和载体

为了使农药的浓度降低到仅对靶标具有一定的毒性水平,需将其用惰性物质进行稀释,根据用途与需要加工成粉剂、可湿性粉剂、颗粒剂、乳油和悬浮剂等各种“农药制剂”。其中,在世界所有农药制剂产品中,粉剂和水分散性粉剂占有主要地位。为了制取这些制剂,往往用粘土及相关的水合硅铝酸盐矿物质为载体和稀释剂。这些矿物除了能降低农药浓度外,还可赋予农药一定的悬浮性和密度等。由于它们具有吸附能力,由此可使农药包含于它     

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。     

FIDIC土木工程合同条件1987年第四版承包商索赔的权利

(ⅱ)变更。 52条确立了如下原则:如果工程师认为可用,则额外工程要根据合同中载明的单价和价钱估价。如果合同不包含可用于变更工程的单价和价钱,则52条规定,合同中的单价和价钱只要合理就应成为估价的基础;如果不合理,在工程师同业     

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.