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随着测量和地理信息技术的发展,管网信息系统的应用越来越广泛,并日趋受到人们的重视。数据采集和管理的分离,无疑会浪费大量的人力、物力和财力。本文以张家港市沙钢集团管网建设为例,介绍了EPSW(Electronic plane-table Surveying and Mapping System for Windows)电子平板测绘软件和MAPGIS结合进行管网的数据采集和管理的设想。 相似文献
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水平定向钻进铺设技术在国内应用日益广泛,但是现行相关管材标准严重滞后,难以满足实际需要。本文对现行水平定向钻进铺设所涉及到的管材进行简要论述,建议相关部门尽快制定相关的水平定向钻进铺设管材标准,并与现行水平定向钻进技术规范协调一致,以促进水平定向钻进工程在国内的健康发展。 相似文献
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In presence of disinfectants, PAH are remobilized from the coal tar lining of water distribution mains. Reactions of the PAH with chlorine and chlorine dioxide can lead to chlorinated PAH that might show higher mutagenic effects than the parent PAH. The application of the solid-phase microextraction as a sampling preparation method in combination with a gas chromatographic mass spectrometric device is a reliable and useful method to achieve detection limits in the lower nanogramme-per-liter level for PAH and chlorinated PAH. Thus, the reactions of four PAH (anthracene, fluoranthene, fluorene, and phenanthrene) with chlorine and chlorine dioxide under conditions prevalent in drinking water distribution systems could be investigated. In batch experiments with demineralized and drinking water at pH 7, the concentrations of fluoranthene, fluorene, and phenanthrene remained constant, whereas anthracene reacted quantitatively with both disinfectants. In these reactions, no chlorinated products could be detected, only mono-hydroxyanthracene and anthraquinone were formed. A reaction mechanism for both reaction products is proposed. The results suggest that oxidation is the major pathway of the reaction of PAH with disinfectants in the systems under investigation. 相似文献
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铺设地下管道时不可避免的会扰动周围地层以及造成地层损失,进而造成一定程度的地表变形,如地表沉降、地表水平变形及倾斜等。本文根据随机介质理论,分析了地下管道施工引起地表变形的原因并提出了地表变形的理论计算模型,用MATLABGUI编写了相应的计算界面,定量计算地表变形程度,为铺设地下管道的设计及施工提供科学的指导及参考。 相似文献
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A simple model which describes the soil–pipe interaction and accounts for the longitudinal soil variation has been developed. It is used for the analysis of the static response of a section of a buried sewer. A probabilistic analysis (Monte-Carlo method) enabling to quantify the influence of spatial variability of the geomechanical characteristics of the soil makes possible to study the parameters which can influence and drive the longitudinal response of a section of sewer. The system response is complex, soil–structure interaction depending on three different stiffnesses: soil stiffness, pipe components stiffness and joints stiffness. Various analyses have been performed to identify the parameters whose influence is the larger. A specific attention has been devoted to the fluctuation scale of the soil properties and to the stiffness of joints. 相似文献
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