城市地下管线普查数据处理系统设计     

张国林 《测绘与空间地理信息》2002,25(3):50-51,56

主要阐述一套比较完善的城市地下管线外业普查数据处理系统的实现过程。  相似文献   

永城矿区煤矿排水钻孔施工技术   总被引：1，自引：0，他引：1  

王佟  王遂正 《中国煤炭地质》2008,20(2):65-66

永城矿区某矿排水钻孔设计孔深584．1m,因钻孔与地下巷道平面位置相距仅15m,因此要求钻孔偏斜在表土层不大于0.3％,基岩段不大于0.5％。施工中选用稳定性好、扭矩力大的TSJ-2000型工程钻机,并配置850／5型泥浆泵进行钻井作业,钻进过程中严格控制钻进参数,并采取不同措施防止钻孔偏斜。井管加工严格执行技术标准,并在准备工作充分的情况下,一次安放到位。采用向管内连续注入泥浆,通过管底凡尔返到管外的方法进行井管壁外注浆。在注浆作业完成后72h．排除管内泥浆,完成排水钻孔施工。  相似文献   

Application of medium-scale magnetotelluric sounding to identify deep criteria for promising areas for kimberlite exploration   总被引：1，自引：0，他引：1  

E. V. Pospeeva 《Russian Journal of Pacific Geology》2008,2(3):205-217

Medium-scale magnetotelluric sounding conducted within the Malaya Botuobiya (Yakutian diamondiferous province) and Zimnii Bereg (Archangelsk diamondiferous province) kimberlite regions revealed the main features of their geoelectric sections. These features have a genetic relation to the processes of kimberlite formation. All of the known kimberlite pipes of the two regions are located within the outlines of the revealed conducting geoelectric heterogeneities. The presence of such heterogeneities can be regarded as a possible deep criterion for distinguishing promising areas for kimberlite exploration.  相似文献   

城市应急管理GIS模型与算法应用——以广州大学城为例     

陈颖彪  陈健飞  苏琪信 《地球信息科学学报》2009,11(1):62-69

随着城市建设的快速发展,各类危及国家和人民群众生命财产安全的突发性事故灾害时有发生.因此,为应对城市各种重大突发事件,城市必须建立一种应急机制或综合的应急管理信息系统.管道分析是GIS技术在城市应急管理模型中的具体应用,利用城市应急管理系统对地下网管进行综合管理,可以将管线信息有序的存入计算机管理系统,实现数据的更新和资源共享.本文以广州大学城管道数据为数据研究基础,结合国内外管网数据模型,在先前开发完成的广州大学城可视化平台基础上加入横断面分析、垂距分析和爆管分析三个分析模块,对管网模型进行了算法改进并编程进行了技术实现,这三个功能模块可以直观地让管理员清晰地了解地下管线的走向和它们之间的空间关系,方便管理各种事务,防止和控制突发事件的发生,尽可能地减少灾害的影响范围.这三个功能可以应用于管道设计、铺设、维修等工作,对社会的经济发展和建设起着保障的作用.  相似文献   

The impact of pipe flow in riparian peat deposits on nitrate transport and removal     

Alan R. Hill 《水文研究》2012,26(20):3135-3146

The effect of preferential flow in soil pipes on nitrate retention in riparian zones is poorly understood. The characteristics of soil pipes and their influence on patterns of groundwater transport and nitrate dynamics were studied along four transects in a 1‐ to >3‐m deep layer of peat and marl overlying an oxic sand aquifer in a riparian zone in southern Ontario, Canada. The peat‐marl deposit, which consisted of several horizontal layers with large differences in bulk density, contained soil pipes that were generally 0.1 to 0.2 m in diameter and often extended vertically for 1 to >2 m. Springs that produced overland flow across the riparian area occurred at some sites where pipes extended to the peat surface. Concentrations of NO₃^?–N (20–30 mg L^?1) and dissolved oxygen (DO) (4–6 mg L^?1) observed in peat pipe systems and surface springs were similar to values in the underlying sand aquifer, indicating that preferential flow transported groundwater with limited nitrate depletion. Low NO₃^?–N concentrations of <5 mg L^?1 and enriched δ¹⁵N values indicated that denitrification was restricted to small areas of the peat where pipes were absent. Groundwater DO concentrations declined rapidly to <2 mg L^?1 in the peat matrix adjacent to pipes, whereas high NO₃^?–N concentrations of >15 mg L^?1 extended over a larger zone. Low dissolved organic carbon values at these locations suggest that supplies of organic carbon were not sufficient to support high rates of denitrification, despite low DO conditions. These data indicate that it is important to develop a greater understanding of pipes in peat deposits, which function as sites where the transport of large fluxes of water with low biogeochemical reaction rates can limit the nitrate removal capacity of riparian zones. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

线弹性土壤中埋设悬跨管道的弯曲和振动特性   总被引：1，自引：0，他引：1  

邢静忠  柳春图 《海洋工程》2008,26(2):78-82

利用细长梁小挠度理论,研究给出了两端埋设在线弹性土壤中的悬跨段管道和埋设段管道在自重作用下的变形和内力公式。基于静挠度公式,用能量法给出了第一阶弯曲振动的固有频率公式。讨论了不同土壤刚度条件下悬跨段管道的变形和内力特征,以及第一阶弯曲振动固有频率,并和工程上推荐使用的简支梁和两端固支梁的静动态特性进行比较。研究表明在跨度大、土壤刚度大、管道弯曲刚度较小时无量纲土壤刚度系数较大,埋设段管道对悬跨段管道的刚度约束比较大,悬跨段管道可以近似按两端固支梁模型来模拟;反之,只有在土壤刚度系数较小的几个参数点上,悬跨管道的静动力特性等价于简支梁模型。  相似文献   

A simplified analysis model for determining the seismic response of buried steel pipes at strike-slip fault crossings     

《Soil Dynamics and Earthquake Engineering》2015

The seismic response analysis of buried pipelines at fault crossings is a complex problem requiring nonlinear 3D soil-structure and large deformation analyses. Such analyses are computationally expensive and the results are hard to evaluate. Therefore, a simple numerical model is needed for engineering and design offices to determine the seismic demand of steel pipes at fault crossings. This paper presents a simplified numerical model for buried steel pipes crossing strike-slip faults and oriented perpendicular to the fault. Two pipes with different diameter to thickness (D/t) ratios and steel grades are used in the study. The proposed model permits plastic hinge formations in the pipe due to incrementally applied fault movements, allows determination of the critical length of the pipeline and measure strains developed on the tension and compression sides in the pipe. The model also considers the effect of bending as well as axial strains due to stretching.  相似文献   

PHC管桩水平承载力试验研究     

施峰  郝世龙 《岩土力学》2015,36(Z2):617-622

在统计福州地区56根预应力高强混凝土（PHC）管桩单桩水平静载荷试验资料基础上,结合《建筑桩基技术规范》规范推荐的m法计算,讨论了福州地区PHC管桩的水平承载力取值问题。对不同桩型的单桩水平静载试验进行m值反算,与规范推荐的m值相比较,探讨了福州地区不同桩周土层的m值取值范围。用规范推荐的两种力学模型分别计算了某试桩的弯矩曲线,与ABAQUS有限元软件模拟得到的弯矩曲线对比,验证了规范推荐的两种模型的适用性。结果表明,本地区采用m法确定PHC管桩的单桩水平承载力是适用的;上覆填土层的物理力学性状对淤泥层中PHC管桩水平承载力影响较大,宜采取规范附录中的“桩端支撑在非岩石类土中或基岩面”的模型计算本地区PHC管桩的水平承载力。  相似文献   

围堰工程对污水管线影响的数值模拟与评估     

芮瑞  杨繁  刘鹏 《岩土力学》2014,35(1):273-278

城市内新建工程周边环境复杂,地下管线种类繁多,在设计之初就需要考虑施工以及工程营运对其安全的影响,但目前缺乏统一的影响评价标准,须按照管线功能以及所属部门的相关规程作为其评价依据。该项目的管线为下穿围堰的2条直径为1.2 m、壁厚为12 mm的排污管,采用FLAC3D建立了围堰工程对大直径有压焊接薄壁排污管道的三维数值计算模型,分4种不同施工工况进行了管道变形和应力计算。依据相关规范的要求,从管道本身的安全性和正常使用要求出发,并采用第4强度理论计算了相当应力,最大值为136.61 MPa,出现在最后抽水工况下管1的外侧。最大沉降量39.3 mm对应的管体倾斜量为0.275%。将其结果与理论值进行对比,理论计算得到的相当应力最大值为188.18 MPa,高于数值计算结果,其原因为理论方法将各影响效应分别计算并进行简单相加。结果表明,拟建围堰工程对该管线的影响可控,数值方法较规范方法计算结果更为合理,为类似工程对管线影响评价提供了参考。  相似文献   

水上施工砂桩的工程质量控制     

谢勘 《福建地质》2004,23(2):100-103

通过对上海救捞局福州救助站码头迁建工程水上施工大口径砂桩的实践,阐述了使用砂桩改善软弱粘性土地基的施工工艺,总结水上施工大口径砂桩的工程质量控制,以及处理方法。  相似文献