周期性波动管流的压降研究

Experiments were conducted to study characteristics of flow when flow is fluctuating. The experimental results showed a phase difference between the flow rate and the pressure drop fluctuations. This phase difference between the fluctuating flow rate and pressure drop was analyzed for laminar flow. Analysis showed that the phase difference changes with the period of the flow fluctuation, the pipe radius, the density and the dynamic viscosity of the liquid. Fluctuating pipe flow was then numerically simulated. Results of the numerical simulation were compared with theoretical values and experimental results. It was shown that, when the flow rate fluctuates with time as a sine wave, the pressure drop fluctuates with the same periodicity, and there is a phase difference between them.     

水下航行体模型尾部壁面脉动压力与近壁湍动速度同步测试

为了研究水下航行体尾部厚边界层湍流非定常特征,利用轴对称的光体模型及2个尺度不同的大附体模型,在低速风洞中进行模型尾部壁面脉动压力与近壁湍动速度同步测试,并采取相关计算、小波分析等方法作数据处理分析.结果表明:航行体尾壁面脉动压力信号主频成分相对较少,且频率较为固定,反映航行体尾厚边界层流动大尺度相干结构影响;而近壁湍动速度信号反映多种不同尺度的涡作用,且低频信号占据主要的频率成分,同时,随着离壁面距离的增加,湍动速度与壁面脉动压力最大相关系数减小.测试同时考察了不同大附体方案和雷诺数变化对航行体尾湍流特性的影响.     

Two Phase Pressure Drop Performance of Refrigerant in a Small Horizontal Smooth Tube with 2.5 mm inside Diameter

Two-phase flow pressure drop measurements were made during the phase change heat transfer process of R22 in a small horizontal smooth tube with 2.5 mm inside diameter. Conclusions can be drawn that the quality corresponding to the pressure gradient peak value of small tubes became higher than that of large tubes. The effect of quality to pressure drop becomes weak as the mass flux increases. The experiment data were compared with the predicated values of the state-of-the-art correlations from the open literature. The comparisons between the data and the predictions indicate that most of the state-of-the-art correlations fails to predict the experimental data.Chisholm model shows a relatively better predictive ability than the other empirical correlations although it has a mean deviation of 26.7%. But the predicated values of Chisholm model are lower by 50% than the experimental data when the quality becomes larger.     

沪嘉高速公路马陆下穿式立交抢修及效果

本文记述了沪嘉高速公路马陆下穿立交被撞受损的抢修方法和效果。     

水射流在海洋修井平台清舱中的研究与应用

简要分析了水射流应用中所研究的一些关键参数,介绍了压力、流量的选择,喷嘴形状、尺寸的选择,及射流冲击角等的设计和选择原则;胜利油田修采一号平台利用水射流原理设计了一套冲洗洗井液舱的装置,应用效果良好。     

从实测数据判断箱筒型结构在风浪作用下的稳定性

箱筒型结构是一种新型的防波堤结构。通过土压力、孔隙水压力、振动、波浪、十字板等数据,对箱筒结构在大风浪作用下的稳定性进行了综合分析,得出在大风浪作用下箱筒稳定的结论。该结构适用于软土地基,工程费用低,建设速度快。     

隧道稳定性分析与设计方法讲座之一：隧道围岩压力理论进展与破坏机制研究

本文作为一个讲座对以往研究成果做一个综述,回顾了围岩压力理论的发展过程与隧道破坏机制研究的进展,通过模型试验与弹塑性有限元强度折减法,得出浅埋拱形隧道的破坏在拱顶,深埋隧道的破坏在侧壁的破坏机制,并可求出隧道围岩破裂面位置与形态。分析了矩形隧洞与拱形隧道破坏机制随埋深增加而变,矩形隧道可划分为浅埋顶部破坏阶段、深埋压力拱破坏阶段和深埋两侧破坏阶段3个阶段,而拱形隧道不存在压力拱破坏阶段。     

水泥改良粉细砂地层路基沉降及受力特性研究

以浩吉铁路为依托,通过理论分析、数值模拟和现场监测等手段,对粉细砂改良地层的变形和受力特性进行研究。结果表明:改良后的粉细砂地层能够有效降低路基的沉降和动应力,并保持稳定;路基两侧的沉降随时间逐渐增大,在达到峰值后发生小幅回弹并趋于稳定,而路基中心的沉降表现为明显的早期迅速增大,增长放缓和趋于稳定的三阶段特性;路基中心的静土压力在时间上表现为波动变化,在空间上随着深度的增大而近似线性增大。     

弯道上的桥台侧墙开裂原因分析

根据实桥状况,对桥台侧墙开裂的原因进行分析.考虑了弯道行车产生离心力作用,同时对墙后主动土压力计算公式进行比选,通过土压力和离心力共同作用的计算模式,运用有限元进行计算,找出了侧墙开裂的原因.     

WSS注浆在市政道路地基处理中的应用

WSS注浆较普通地基处理方式存在诸多优点,应用领域愈加广泛。本文依托绍兴市某市政道路地基处理实际工程,从注浆材料选择与配比,注浆压力、施工工艺等方面对WSS注浆设计及施工关键参数进行了探讨,为类似工程地基处理的提供一定的参考。