2起干式变压器烧毁的原因分析及对策

通过对2起运行中的干式变压器突然爆裂烧毁的事故进行分析,对发生事故的原因给予客观定性,并针对性的提出了解决对策。     

A Review of Dunes in Today's Society

Prior to Superstorm Sandy, the importance of dunes had been widely overlooked in many coastal societies. However, the stark contrast between New Jersey coastal areas that were and were not protected by dunes has created a positive paradigm shift in coastal law and public dune opinion. Government officials are mandating the construction of artificial dunes along New Jersey's coast, but it is necessary for communities to first understand the complex nature of these unique systems. With the proper knowledge, a dune can be both a protective structure as well as a working habitat that will ultimately better protect upland infrastructure and improve beach health. However, a general lack of terminological consistency among formal media and governing entities makes properly quantifying and assessing dune health difficult and unwarranted ecological conclusions inevitable. Here, dune terminology, “blowout,” “washout,” and “bowling” is clarified and defined and the dynamic nature of dunes is explained.     

广州地铁刚性接触网槽钢底座爆裂原因及应对措施

在日常检修过程中,检修人员多次发现广州地铁2号线新线部分刚性接触网槽钢底座出现爆裂。通过对列车运行过程中受电弓与汇流排的相互作用力进行分析,根据分析找出导致该问题的主要原因是槽钢底座受到的作用力过大及制作材料存在缺陷,并给出了避免或减缓该问题出现的相关应对措施,以确保地铁供电设备安全。     

杭州地铁1号线穿越钱塘江地层沼气释放技术探讨

杭州地铁1号线穿越的钱塘江地层中含有大量沼气,隧道在盾构推进过程中存在很大的工程风险。地层中沼气的赋存多为囊状形式存在,主要位于淤泥质粉质黏土与粉砂交界处。为了尽可能地将地层中的沼气释放出来,通过对试验段沼气进行释放施工,了解沼气的赋存特点并采取相应的释放技术,结合盾构隧道施工的工程特点,指导过江隧道段沼气释放安全施工,以达到降低盾构推进线路附近地层中沼气含量的效果。从盾构推进过程中未发现有沼气突出的情况看,释放效果比较好。     

水下采油树界面研究(英文)

介绍了水下油气行业中水下采油树的主要界面。论述了各界面相应的要求。对水下采油树同一界面中的两种接头进行了对比,探讨了这两种接头的优缺点,并结合实际经验提出了这两种接头的适用环境。     

基于运营安全的高速公路车辆爆胎事故预防研究

从高速公路车辆爆胎的影响因素出发,分析高速公路爆胎事故的位置特征,并从运营安全的角度,提出防止高速公路车辆爆胎事故的措施,包括：特殊路段、特殊时段进行信息提示;设置降温池;及时对路面清洁与维护等,可供参考。     

Mechanical model and characteristics of deep-water drilling riser-wellhead system under internal solitary waves

Internal solitary waves with a huge amount of energy easily trigger the large dynamic responses of riser-wellhead system and threaten its structural safety. However, previous studies have only focused on the dynamic response of the riser under internal solitary waves. The riser may experience excessive traction from the platform, especially from the mooring platform, in response to the arrival of internal solitary waves. The bottom of the riser connects to the wellhead system, which in turn exerts a reaction force on the riser. To address this problem, a coupled dynamic model of deep-water drilling mooring platform-riser-wellhead system under internal solitary waves is developed in this paper. A dynamic response analysis method based on the fourth-order Runge-Kutta method and finite element method is also proposed for the mooring platform-riser-wellhead system. A dynamical solver for the coupled system is then developed using MATLAB. The dynamic response characteristics of the riser-wellhead system under internal solitary waves are calculated. Results show that the displacement and bending moment of the system initially increases and then decreases along with the propagation of internal solitary waves, and finally reach equilibrium position. The displacement and bending moment reach their peak before the trough of internal solitary waves passes through the riser-wellhead system. The dynamic responses of the riser-wellhead system under the influence of internal solitary wave loads are much larger than those without the effect of internal solitary wave loads. The riser system experiences shearing loads at the interface of internal solitary waves, which trigger a step-like bending moment variation. The bending moment of the conductor under the mudline is greatly increased by the internal solitary waves.