基坑工程管井回灌优化设计探讨          下载免费PDF全文

陆建生 《探矿工程》2014,41(12):53-61

目前基坑管井回灌设计及优化尚无专门成熟的方法,通过不同基坑回灌类型的分析,提出了基坑管井回灌设计原则及设计流程,并对回灌参数进行了探讨,对回灌可施加的最大压力进行了分析,通过285组基坑水文地质数值模型的计算,对比分析了不同渗透各向异性系数、回灌井结构、回灌井位置和保护建（构）筑物位置下的渗流特征,提出了回灌设计综合指数,从经济、技术及施工难度角度综合评估回灌对保护建（构）筑物以及对坑内降水的双重作用,指导抽灌一体化设计。  相似文献   

风浪槽内风浪外频谱谱形的一些特征     

管长龙  刘珂  赵栋梁 《中国海洋大学学报(自然科学版)》2000,30(1):1-6

利用实验室风浪槽内测得的波面序列资料估计风浪外频谱。通过与实测风浪内频谱的比较,研究实测风浪外频谱的谱形特征,探讨海浪外频谱与内频谱的相似性问题。此外,还检验一种理论海浪外频谱。  相似文献   

方钢管混凝土框架在低周反复荷载作用下的非线性有限元分析   总被引：2，自引：0，他引：2  

王铁成  卢明奇  戎贤 《地震工程与工程振动》2004,24(4):82-85

本文建立了方钢管混凝土框架结构的三维非线性有限元分析模型,用以研究方钢管混凝土框架在低周反复荷载作用下的抗震性能。该模型考虑了钢与混凝土的粘结滑移作用。通过与方钢管混凝土框架结构在低周反复荷载作用下试验所得的滞回曲线和刚度退化曲线的对比,发现该模型的计算结果较为精确,可以应用于方钢管混凝土框架的结构分析中。同时由试验和有限元分析计算的结果也可以得出结论,方钢管混凝土框架具有较好的抗震性能。  相似文献   

钢管约束混凝土压弯构件滞回性能的实验研究     

尧国皇  韩林海 《地震工程与工程振动》2004,24(6):89-96

进行了12个钢管约束混凝土压弯构件在往复荷载作用下的荷载-变形滞回性能的实验研究,包括6个圆试件和6个方试件。考察的主要参数是构件的轴压比。通过实验观察了这类构件在往复荷载作用下的破坏模态并分析了其荷载-变形滞回曲线的特点以及刚度退化规律,同时对钢管约束混凝土压弯构件极限承载力和抗弯刚度计算方法进行了初步探讨。  相似文献   

On the possibility of investigation of the magnetic field structure in subphotospheric layers of the Sun according to observations of sunspot torsional oscillations     

O. S. Gopasyuk  S. I. Gopasyuk 《Bulletin of the Crimean Astrophysical Observatory》2008,104(1):52-58

A method of investigation of the magnetic field structure in subphotospheric layers of the Sun has been developed. The method is based on observations of the torisonal oscillations of single sunspots. Characteristics of the torsional oscillations have been obtained from observations of the longitudinal magnetic field and radial velocities of seven single sunspots in the photospheric line Fe I λ5253 Å. The parameters of the torsional oscillations and magnetic tubes in the deep layers have been determined. The radius of the cross section of a magnetic flux tube forming a sunspot is greatest near the Sun’s surface and is approximately equal to the radius of a sunspot umbra. Down to the deeper layers, it decreases quite quickly. The longitudinal electric current appearing in the magnetic tube changes direction. The typical time of the current changes is determined by the period of the torsional oscillations. The intensity of the longitudinal magnetic field in the tube increases with depth. The Alfven wave velocity averaged over the length of a magnetic tube is tens or hundreds of times less than this velocity in a sunspot umbra. It decreases with an increase in the period of oscillations. A decrease in the Alfven wave velocity leads to an increase in the twisting angle of magnetic field lines.  相似文献   

Research on method of pressure grouting piling of driven tube     

Dianqi PAN Zupei ZHANG Diancai PAN Yong CHEN Maosen TAN 《东北亚地学研究》2006,9(2):194-196

The pressure grouting pile of driven tube can improve the load bearing capacity of the single pile from the mechanism of pressure grouting pile of driven tube.On the basis of analyzing the mechanism,the authors designed the machines and tools of pressure grouting,determined the operating manufacture and technology parameter on the pressure grouting secondly.The result shows that the pressure grouting pile of driven tube not only changes the pile type but also reduce the length of the pile and its engineering cost,it enhances the load bearing capacity of single pile an the same time.  相似文献   

柴油机轴承设计、使用和维修的几个问题     

吴刚 《广东海洋大学学报》1990,(2)

在保证轴承安全而经济的运转条件下,轴承装配间隙取最小值,根据流体润滑理论,选择合适的润滑油;对于厚壁轴瓦,在磨合之后应调整到运转间隙。这样就可以充分利用轴承的使用寿命。  相似文献   

The characteristics of motion of thin magnetic tubes     

Cheng Jiu-heng 《Chinese Astronomy and Astrophysics》1994,18(4):374-382

Starting from the equations of motion of a thin magnetic tube, the characteristic curves and velocities and compatibility relations are derived as basis for investigating its motion and for correctly formulating the problem of stationary solution. It is shown that the characteristic velocity of transverse waves is related to the Alfvén Mach number of the flow in the tube. When the flow velocity exceeds the critical value for the Kelvin-Helmholtz instability, transverse waves cease to exist.  相似文献   

地下管线内损伤电视检测系统的研制          下载免费PDF全文

张燕  代福仲 《探矿工程》2008,35(7):90-93

介绍了地下管线内损伤电视检测系统的基本结构、工作原理、主要技术参数及其现场试验情况。  相似文献   

The WRF model performance for the simulation of heavy precipitating events over Ahmedabad during August 2006     

S. K. Deb  T. P. Srivastava  C. M. Kishtawal 《Journal of Earth System Science》2008,117(5):589-602

The summer monsoon season of the year 2006 was highlighted by an unprecedented number of monsoon lows over the central and the western parts of India, particularly giving widespread rainfall over Gujarat and Rajasthan. Ahmedabad had received 540.2mm of rainfall in the month of August 2006 against the climatological mean of 219.8mm. The two spells of very heavy rainfall of 108.4mm and 97.7mm were recorded on 8 and 12 August 2006 respectively. Due to meteorological complexities involved in replicating the rainfall occurrences over a region, the Weather Research and Forecast (WRF-ARW version) modeling system with two different cumulus schemes in a nested configuration is chosen for simulating these events. The spatial distributions of large-scale circulation and moisture fields have been simulated reasonably well in this model, though there are some spatial biases in the simulated rainfall pattern. The rainfall amount over Ahmedabad has been underestimated by both the cumulus parameterization schemes. The quantitative validation of the simulated rainfall is done by calculating the categorical skill scores like frequency bias, threat scores (TS) and equitable threat scores (ETS). In this case the KF scheme has outperformed the GD scheme for the low precipitation threshold.  相似文献