隧道掘进爆破载荷作用下埋地管道的振动峰值速度预测研究*

为研究隧道掘进爆破过程中地震效应对邻近埋地管道安全性的影响,建立平行于隧道的埋地管道数值模型,将管道视为薄壳圆柱体,定义管道在动载荷作用下的塑性破坏准则,并利用无量纲分析法构建管道表面质点的振动速度关于振动频率与爆破持续时间的数学模型,从而研究埋地管道受震特性。结果表明:隧道掘进爆破作业下成洞侧的管道应力峰值低于非成洞侧的管道应力峰值,爆炸载荷下邻近埋地管道表面最大振动速度位于爆源与管道表面最近点处,在该点两侧45度范围内为管道易受损位置。将预测公式计算所得振速峰值与数值模型提取的振速峰值进行比较,得出二者的平均误差约为17.7 %。     

管廊内泄漏口朝向对天然气管道泄漏扩散影响的模拟分析*

为掌握综合管廊内天然气输气管道泄漏口朝向对气体扩散的影响,使用FLUENT软件对4种不同朝向的泄漏口泄漏过程进行3维数值模拟,对比分析不同工况下气体浓度分布。结果表明:泄漏形成的射流产生强烈气体掺混,降低泄漏口附近气体浓度梯度;随着距泄露孔距离的增加,气体受惯性力作用减弱,并在浮力作用下抬升。管廊纵截面气体浓度场可分为泄漏口附近的均匀区和距离泄漏口较远的分层区。在均匀区内,探测器高度上气体质量分数纵向分布呈阶梯状;距泄漏口较远距离(大于20 m),泄漏口朝向对探测器高度上气体浓度纵向分布影响较小。基于稳态气体分布控制方程,提出气体在分层区内纵向分布关系式。当泄漏口刚好位于2探测器中央（最不利工况）时,泄漏孔朝向为X+（管道距离壁面较远侧）的泄漏气体在喷出后与空气接触时间长,产生涡量更大,使气体在管廊纵向上蔓延速度降低,探测器响应时间相对较长。     

基于一维卷积神经网络的燃气管道泄漏声发射信号识别*

为保障燃气管道系统安全运行,及时诊断管道故障,基于VGG-16模型提出基于一维卷积神经网络的燃气管道故障诊断模型,提取原始声发射信号特征参数,有效诊断燃气管道故障。结果表明:基于一维卷积神经网络的燃气管道故障诊断模型,能够有效解决燃气管道故障诊断过程中数据预处理复杂、特征提取困难以及识别准确率低等问题,可为燃气管道故障诊断提供技术支撑。     

哲学视阈中的企业安全文化——以中国石化管道企业安全文化为例

安全哲学为人类安全提供认识论和方法论的指导。基于唯物辩证法联系和发展的观点,分析企业安全文化和企业文化的辩证关系,认为企业安全文化建设依赖于企业文化基础,融入企业文化建设之中,融入企业文化的发展规划、决策,渗透到企业文化建设诸项内容中去。探讨企业安全文化的哲学诉求,认为企业安全文化的哲学是以"以人为本"为依据。对中国石化管道企业文化和企业安全文化进行阐述,对企业安全核心理念逐一进行哲学诠释。     

Development of systems for detection, early warning, and control of pipeline leakage in drinking water distribution: A case study

The integrated system for the detection, early warning, and control of pipeline leakage has been successfully developed to manage the pipeline networks of Beijing.     

Safety and reliability assessment of external corrosion defects assessment of buried pipelines—soil interface: A mechanisms and FE study

Due to local liquid accumulation (AL) in the low-lying section of the buried natural gas pipeline, external corrosion will occur at the interface between the pipeline and the soil. External corrosion will produce pit defects, which will reduce the bearing capacity of the pipeline and affect the normal operation of the pipeline. In addition, corrosion group defects can interact with each other. Thus, the service life of the pipeline is seriously affected. In this work, a case of local corrosion failure of the pipeline caused by liquid accumulation on-site is presented. The importance of this work is verified by experiment and field excavation. Besides, based on the Mises-Stress yield criterion, nonlinear analysis was carried out with the finite element method (FEM). The effects of internal pressure, corrosion pit defect size, internal and external wall corrosion, corrosion pit group, and different types of volumetric corrosion pit defects on the failure of L360QS steel pipe were analyzed with consideration of the effects of axial and circumferential zones of corrosion pits. These correlations have not been seen in previous studies. The FE results make up for the disadvantage that the corrosion is simplified to equal depth corrosion in the code, which will underestimate the residual strength of the actual corroded pipeline and lead to unnecessary repair or replacement. The results provide a reference for failure analysis and strength evaluation of buried L360QS steel pipe with corrosion defect.     

Numerical investigation and analysis of indoor gas explosion: A case study of “6·13” major gas explosion accident in Hubei Province,China

Taking the ' 6·13 ′ major gas explosion accident in Shiyan, Hubei Province, China as an example, three problems were studied in this work: (1)The determination of the volume of natural gas involved in the explosion; (2)The propagation process of shock wave inside the building and the damage evolution process of the accident-related building; (3)The overpressure and fragment injury to the person outside the building. Through the numerical simulation in ANSYS/LS-DYNA software, the volume of natural gas involved in the explosion is determined to be 10240 × 1400 × 400 cm (length × width × height) from three perspectives: the damage to the building, the distribution of overpressure inside the building, and the TNT equivalent of the explosion energy. The simulation results are in good line with the accident, which verifies the effectiveness of the scheme and the accuracy of the numerical model. Based on the reasonable filling scheme, the propagation process of shock waves inside the building, the damage evolution process of the building, and the injury ranges of overpressure and fragments outside the building are analyzed. It can be found that the propagation of shock waves in confined space is complex and variable. The explosion shock waves are first reflected and superimposed in the watercourse, resulting in pressure rise. At about 8ms, the shock waves rushed into the first-floor space of the building, and the maximum overpressure was about 0.56 MPa. At about 50 ms, the shock waves rushed into the second-floor space, and the maximum overpressure was about 0.139 MPa. The first and second-floor slabs and infilled walls were almost completely destroyed. The interior walls of the infilled walls are mainly collapsed, and the exterior walls are ejection around the building as the center. The peak displacement and peak velocity of the interior walls of each floor are about 15% of the exterior walls. The fragments which cause fragment injury mainly come from the retaining wall above the watercourse, the maximum velocity is about 89 m/s, and the maximum displacement is 8.9 m. The safety distance of fragment injury is about 8.8 m, while the safety distance of overpressure injury is about 4.6 m. The lethal distance of fragment injury is greater than that of overpressure injury. Compared with the distance between different damage levels of overpressure injury, the difference in fragment injury is small. Therefore, the safety assessment at the engineering level only needs to consider the safety distance of fragment injury. This study can provide suggestions for evaluating the damage of natural gas cloud explosions in confined spaces and is helpful for accident investigation and safety protection.     

基于分形理论的中国原油管道网络结构研究

为深入分析全国及各区域原油管网的结构与布局,揭示其空间结构特征,论文运用分形理论的三种维数:加权长度-半径维数、分枝-半径维数和关联维数,分别从密度、连通性及通达性研究了全国及各区域原油管网。研究结果表明:全国原油管网的密度和连通性均存在明显的东西分异特征,密度自东向西呈"线状-散点"的下降形态,连通性自东向西呈"散点-线状"的升高形态,而通达性则普遍较低;对各区域来说,东北、华北和华东等东部管网除连通性较低外,其他分形指标相对较高;西北管网的密度、通达性均不如东部,而且其新疆管网的连通性数值超过2,是不正常的连通结构;华南管网的多数分形指标均低于其他地区,其管网结构雏形尚未形成。     

浅谈声学材料在排水管道降噪中的应用

对于我国现有的建筑物来说,许多年代较早的已建成建筑物都没有考虑到排水管道噪声给人们的居住环境带来的困扰。对于这种建筑为避免其噪声问题,进行排水管道的全部改造显然是不可行的,利用声学材料隔声包扎是一种有效、快速、经济的解决方法。本文利用电声学实验进行了声学材料与管材的组合包扎,分析了管材在不同频段的最适宜包扎材料,根据排水噪声特性选出最佳降噪材料。     

一起管道泄漏事故的原因分析及防范措施

通过对一起管道泄漏事故的过程描述及管道破裂原因的分析,发现了管道破裂的根本原因及影响因素,并提出了防范类似事故的具体措施。