90/10铜镍合金海水管路交流杂散电流腐蚀及控制研究

目的 针对杂散电流导致海水管路快速腐蚀问题,研究50、100 Hz交流杂散电流对海水管路腐蚀的影响,建立交流杂散电流腐蚀控制技术,为船舶海水管路交流杂散电流腐蚀控制提供技术支撑.方法 采用失重法、电化学测试、扫描电镜与能谱分析等方法研究交流杂散电流频率和电压幅值对海水管路交流杂散电流腐蚀的影响规律以及直接排流法对海水管...     

The Dakota Access Pipeline and the Breakdown of Participatory Processes in Environmental Decision-Making

This article employs a close reading of documents related to the permitting process for the Dakota Access Pipeline (DAPL) and ensuing legal battle in order to argue that extant regulatory frameworks for environmental decision-making are insufficient to promote environmental justice outcomes. By analyzing the US Army Corps of Engineer's responses to comments made during the public comment phase of the NEPA evaluation of the DAPL, I argue that regulatory frameworks may exacerbate environmental justice concerns by incentivizing decision makers to prioritize justification for their decisions and avoiding legal battles over meaningfully engaging with communities. This finding leads me to call for more engagement with energy democracy's orientation toward community-led processes as a corrective to current regulatory systems. This article expands on extant work in environmental communication by more thoroughly investigating the flaws in extant regulatory frameworks and calling for a perspectival shift in environmental decision-making.     

海底悬跨管道表面双裂纹数值分析

为了研究海底油气管道多个裂纹间相互作用对管道产生的影响,针对海底悬跨管道表面双裂纹的相互作用,采用有限元方法建立双环向表面裂纹模型,采用围道积分法求解双裂纹下的应力强度因子,研究了不同边界条件下,不同尺寸裂纹间的相互影响规律,并对比了单裂纹下应力强度因子的变化情况。研究结果表明:不同尺寸的裂纹对双裂纹的相互影响规律有一定影响,且双裂纹应力强度因子最大值均出现在裂纹最深点处;弹簧边界下双裂纹相互影响规律与简单边界下相互影响规律明显不同;不同边界条件对悬跨管道双裂纹应力强度因子的影响较大。研究结果可为海底悬跨管道的失效分析提供参考依据。     

人工煤气管道萘颗粒沉积规律研究

针对萘在人工煤气管道中沉积会造成管道堵塞,影响管道的安全运行的这一问题,以昆明人工煤气管道为例,运用计算流体动力学软件Fluent,选用离散相模型和雷诺应力模型,对水平直管、水平弯管和三通管进行萘颗粒沉积的数值模拟,对于不同的管径、弯曲比、管径比,分别分析萘颗粒直径、入口速度、温度及压力对萘颗粒沉积的影响。研究结果表明:水平直管、水平弯管、三通管中的萘颗粒沉积率与颗粒粒径成正相关关系,而与气流入口速度、压力成负相关关系;萘颗粒在人工煤气管道中的沉积率主要受颗粒直径、气流入口速度的影响;萘颗粒的沉积率随着水平直管的管径增大而增大,随着水平弯管的弯曲比增大而增大,随着三通管的管径比增大而先增大后减小;可通过适当增大管内煤气输送速度、压力,降低温度来降低萘颗粒在人工煤气管道中的沉积速度,进而减少萘颗粒沉积的发生。     

大气土壤耦合的埋地燃气管道泄漏扩散数值分析

为了研究埋地燃气管道泄漏燃气在非稳态泄漏条件下的扩散行为,基于燃气管道非稳态泄漏大孔模型,应用CFD分别求解土壤和大气扩散方程,通过丙烷地面扩散通量耦合了土壤和大气环境,进行了泄漏扩散的数值模拟,所得模拟计算结果与地上泄漏扩散数值模拟结果进行了对比分析。研究结果表明:耦合模拟条件下,风速仍是影响丙烷扩散距离和高度的主要因素;温度和相对湿度对丙烷扩散有相对较小的影响;与埋地泄漏相比,不同条件下地上泄漏的扩散距离和扩散高度均有误差,水平扩散距离误差普遍较大,扩散高度个别情况下误差较大;地上泄漏条件下的模拟结果数值偏大,对事故的预测和评估准确性会产生显著影响。     

球形障碍物对瓦斯爆燃火焰影响试验研究

为进一步开发煤矿井下瓦斯爆炸事故的隔抑爆技术装备,利用截面为0.2 m×0.2 m的方形管道、纹影仪和高速摄像机,开展无障碍物时和球形障碍物存在情况下的瓦斯爆燃传播试验.研究发现,无障碍物时,密闭管道内爆燃火焰的结构和传播速度受反射压力波的影响很大,湍流火焰、化学反应作用能力与反射压力波的相互作用是造成火焰传播速度变化...     

Experimental research of the dynamic behavior of the natural gas suspension pipeline aerial crossing during pigging process

Suspension pipeline aerial crossings (SPAC) are mainly used to carry pipeline segments over large obstacles that are not suitable for trenchless technologies. It may suffer great vibrations and displacements during the pigging process due to the dynamic pigging loads and insufficient constraints from cables. Based on similarity criteria, an experimental scale model based on the Nujiang natural gas SPAC was designed and established. The vibration and displacement of the scale model were measured under different pigging velocities and liquid deposit volumes. The experimental results reveal that the natural gas SPAC vibrates during the pigging process, but the displacement versus time forms a U curve instead of a sinusoidal like curve. The extremum of the displacement is positively related to the pigging velocity and liquid deposit volume. In particular, the extremum increases by 0.37% with a 1% increase in the pigging velocity, while the displacement increases by 0.62% with a 1% increase in the liquid deposit volume. Under certain pigging conditions, or with damaged constraint components, the displacement extremum could be unacceptable. A low pigging velocity and a short time interval between two pigging operations are suggested to guarantee the safety of the natural gas SPACs. Besides, based on the experimental data, an empirical formula is developed to obtain the SPAC displacement-time curve with consideration of the span length, the pipeline diameter, the pigging velocity, the length and holdup of the liquid column. This formula can help to determine a suspicious displacement overrun, and to develop a data basis for choosing a safe pigging scheme of SPACs. This research provides insightful information to understand the mechanism of the SPAC's dynamic response as well as a practical tool to calculate the SPAC's displacement during the pigging process.     

Modelling ice and wax formation in a pipeline in the Arctic environment

In the Arctic environment, the fluid temperature in the pipeline can drop below the freezing point of water, which causes wax and ice to form on the pipeline surface. Solid formation on the pipeline surface can lead to flow assurance and process safety issues, such as blockage of the pipeline, pipeline component failure, and release of hazardous liquid. Remediating the plugging requires a shutdown of pipeline operation, which incurs tremendous cost and delays the entire production system. In order to prevent blockage, the pigging operation can be used to remove the deposits on the pipeline surface on a regular interval. Ice and wax depositions in the pipeline are a slow process. However, if the deposition grows too thick, pipeline blockage can still occur after pigging operation. So, ice and wax deposition rates are required to be estimated accurately. This paper investigates ice and wax deposition rates in a 90,000 m pipeline. A fundamental model for both ice and wax deposition is proposed using the first principles of heat and mass transfer.     

智能管道时代的管道风险评价技术展望

当前管道风险评价工作普遍使用半定量方法,通过对该方法的应用现状进行总结分析,得出目前半定量风险评价方法存在的问题,包括录入数据准确性不足、评价结果准确性不高,时效性不强等。通过分析物联网、智能移动终端、云技术、大数据等技术开始在管道的应用前景,展望了智能管道时代管道风险评价发展方向:实现管道风险评价实时动态评价,提高风险评价结果的准确性,实现风险的预测预警等,为未来管道风险评价技术发展提供研究思路。     

交通荷载作用下埋地含缺陷PE管道力学行为研究

为分析埋地含缺陷PE管道在交通荷载作用下的力学行为,选用Prony级数模拟管道,并采用ABAQUS有限元软件建立不同缺陷PE80管道模型和不同埋深的管土模型。通过对管道轴向与环向应力的研究,确定不同条件下管道的应力大小与分布。结果表明:当管道存在缺陷时,缺陷处会出现应力突变;不同位置的缺陷对管道的应力分布影响不同;缺陷相对深度改变会使缺陷处应力变化明显,通过建立多元回归方程得出对缺陷管道最大Von Mises应力影响程度为,缺陷相对深度（Q）>管道埋深（H）>车辆荷载（P）。