粉细砂地层防渗帷幕综合施工方法          下载免费PDF全文

丁跃军 《探矿工程》2015,42(4):76-78

四川省武都水库右岸EL574 m灌浆平洞揭露出厚度2.3～9.8 m的粉细砂层,普通水泥高压灌浆无法形成可靠的防渗帷幕。采用高压旋喷、湿磨细水泥、化学灌浆的组合处理方式,取得了较好的施工效果。通过钻孔压水、大功率声波CT、单孔声波、钻孔全景数字成像等方法检测,表明达到了设计防渗要求。  相似文献   

城市地下管网普查物探方法分析与验证     

刘子嘉  薛晓轩 《测绘与空间地理信息》2015,(12)

地下管网是城市正常运转的基础设施,承载着城市各种物质流、能源流和信息流,保证了城市的有序运转和居民的正常生活。探测地下管线的主要设备是英国雷迪RD8000,但这种设备恰巧是测绘仪器检定的盲区。为保证探测精度,需对物探方法进行分析,对设备进行校验,对不同埋深、不同地电条件下金属管线探测的工作参数进行试验,对探测仪性能、方法、最佳收发距离进行综合评定,旨在最大限度地发挥探测仪的潜能,从而保证地下管网的探测精度。  相似文献   

基于壳板和齿舌形态对中国沿岸几种常见多板纲软体动物的分类研究   总被引：1，自引：1，他引：0  

张均龙  史振平  王承  张树乾  张素萍 《海洋科学》2015,39(11):96-107

多板纲软体动物统称石鳖,是软体动物门较为低等的一个类群,在软体动物的系统进化中占有重要的地位。但有关我国沿海多板纲软体动物的调查研究十分欠缺,而且对中国沿海多板纲的分布状况和区系特点尚不明确,并存在着一些鉴定错误和分类混乱现象。本研究利用10%Na OH溶液处理齿舌部获取齿舌带和壳板的方法,通过扫描电镜和显微镜观察拍照,对我国沿岸常见多板纲软体动物中5科7属13种的齿舌和壳板形态结构进行了描述,并进行了比较研究。  相似文献   

供水管网GIS系统下水力计算设计与实现     

刘烜  刘玉珠  卢建青 《测绘与空间地理信息》2011,34(5):141-143,147

随着城市化进程的不断加快,供水管网和城市地形都在发生频繁的变化,管网简化模型必须随时更新,保持与现实管网的对应,才能使得水力计算的结果保持准确。将水力计算嵌入给水管网信息系统,可以使水力计算中的大部分输入数据直接从GIS数据库中提取,并借助GIS的数据更新手段保持管网计算模型的现势性,还可以利用GIS的表现能力显示输出...  相似文献   

钢管水泥土围护墙等效弹性模量的有限元计算          下载免费PDF全文

许海勇  陈龙珠 《地震工程学报》2011,33(3):261-264,274

分析了水泥土围护墙弹性模量对于控制基坑变形的重要性、根据上海某钢管水泥土墙基坑支护的工程实例建立ABAQUS平面二维有限元模型,计算钢管水泥土围护墙等效弹性模量,量化了内插钢管对提高水泥土重力式围护结构的支护强度所起到的作用,并对钢管长度、外径、间距和插入位置进行了参数分析。  相似文献   

基于CCD的高精度水管倾斜仪研制          下载免费PDF全文

杨江  王平 《地震工程学报》2011,33(4):359-362

CCD技术近年来已发展的非常成熟,应用范围广泛.本文介绍了利用CCD技术实现的高精度水管倾斜仪测量系统,其采用非接触式测量方法降低了测量过程中浮子干扰对测量精度的影响,体积小,安装简单,可用于流动观测中.  相似文献   

基于MapX的热力管网系统的设计与实现   总被引：4，自引：1，他引：3  

李金平  龚健雅 《测绘工程》2004,13(1):35-37

介绍了基于MapX的GIS应用专题系统--热力管网信息系统的设计与实现,阐述了系统的技术设计、功能设计,实现了热力管网信息的科学化管理.  相似文献   

Study on low‐strain integrity testing of pipe‐pile using the elastodynamic finite integration technique     

Zhi Tang Lu  Zhi Liang Wang  Dong Jia Liu 《国际地质力学数值与分析法杂志》2013,37(5):536-550

This study focuses on the three‐dimensional (3‐D) characteristics of wave propagation in pipe‐pile using elastodynamic finite integration technique. First, a real 3‐D pile‐soil model in cylindrical coordinate system is presented. Then, the governing equations are established. With the boundary and initial conditions, the numerical solution is obtained. The accuracy and feasibility of the self‐written code are further verified via comparing with the measured data. Velocity histories at different angles of pile top and pile tip are illustrated, and the snapshots reflecting the 3‐D characteristics of wave propagation are given. It shows that the interferences of Rayleigh waves can confuse the result interpretation for pile integrity testing. The increase of hammer contact time can effectively mitigate the interferences, and the interferences of Rayleigh waves are weakest at an angle of 90° from where hammer hits. Besides, surrounding soil can partly mitigate the wave interferences. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Experimental and computational validation and verification of the Stokes–Darcy and continuum pipe flow models for karst aquifers with dual porosity structure     

Xiaolong Hu  Xiaoming Wang  Max Gunzburger  Fei Hua  Yanzhao Cao 《水文研究》2012,26(13):2031-2040

In our previous study, we developed the Stokes–Darcy (SD) model was developed for flow in a karst aquifer with a conduit bedded in matrix, and the Beavers–Joseph (BJ) condition was used to describe the matrix–conduit interface. We also studied the mathematical well‐posedness of a coupled continuum pipe flow (CCPF) model as well as convergence rates of its finite element approximation. In this study, to compare the SD model with the CCPF model, we used numerical analyses to validate finite element discretisation methods for the two models. Using computational experiments, simulation codes implementing the finite element discretisations are then verified. Further model validation studies are based on the results of laboratory experiments. Comparing the results of computer simulations and experiments, we concluded that the SD model with the Beavers–Joseph interface condition is a valid model for conduit–matrix systems. On the other hand, the CCPF model with the value of the exchange parameter chosen within the range suggested in the literature perhaps does not result in good agreement with experimental observations. We then examined the sensitivity of the CCPF model with respect to the exchange parameter, concluding that, as has previously been noted, the model is highly sensitive for small values of the exchange parameter. However, for larger values, the model becomes less sensitive and, more important, also produces results that are in better agreement with experimental observations. This suggests that the CCPF model may also produce accurate simulation results, if one chooses larger values of the exchange parameter than those suggested in the literature. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

塔河油田地面工程信息系统的设计与探讨     

申成祎 《测绘与空间地理信息》2010,33(1):122-123,126,130

着重探讨了塔河油田地面工程信息系统的建设思路和实现方法,针对油田的实际,以当前先进的组件式地理信息系统软件MAPGIS和可视化编程工具Microsoft Visual Studio构架的技术体系为基础,开发一套方便实用的油田地面工程信息系统。本系统建设为集原油集输、天然气和油田伴生气集输、道路、输供电线路为一体的可视化数据平台,实现了整个油田数据采集、管线图绘制,以及信息的浏览、查询统计、综合管理等功能。  相似文献