软土沉降位移作用下大口径管道轴向应力状态研究*

为准确掌握大口径管道的轴向应力应变状态,保障管道的安全运行,通过假定4类不同形式的软土沉降位移,研究不同沉降形式对管道轴向应力状态的影响。采用非线性有限元方法建立管道轴向应力应变参数化数值计算模型,开展影响因素分析。结果表明:针对软土沉降位移作用下1 422 mm X80大口径管道,沉降量相同时,突变型位移载荷作用下管道受到的轴向应力最大,最大轴向应力位于两侧非沉降区距管道中心约53 m处;软土沉降量达到工程实际中可能的最大值1 m时,大口径X80管道内轴向应力小于0.9倍管材屈服强度,管道环焊缝可以采用基于应力的工程适用性评估方法开展ECA(Engineering Critical Assessment)评价。     

轿车盘式制动器刹车时产生噪音数值模拟

利用有限元分析方法,针对某型轿车盘式制动器进行刹车产生噪声的数值仿真。通过改变一系列参数,例如摩擦系数,刹车前速度以及制动盘的几何形状等,考察其对刹车噪声的影响。然后通过模拟结果与实验结果比较,证实了文章所提出的仿真计算模型的有效性。最后提出了制动器设计的改进建议。     

关于危险化学品重大危险源分级的研究

在重大危险源死亡半径分级法的基础上,引入经济密度和人员密度,并给出不同情况下相应的计算方法。然后以＂最大危险原则＂和＂概率求和原则＂为财产损失和人员伤亡计算的原则,以《重大危险源分级标准（征求意见稿）》中的分级标准为标准,对危险化学品重大危险源进行分级,这样进行危险源分级时,可将周边环境中可能波及到的财产损失和人员伤亡考虑进去,使得危险化学品重大危险源分级考虑的因素更加全面,分级的结果和实际情况更加吻合。本文的研究结果对危险化学品重大危险源分级具有一定的参考价值。     

关于GB18218-2009标准中易燃气体临界量分析

分析了我国重大危险源辨识标准的修订工作及评价方法的研究状况。新标准明确监管对象为危险化学品,并通过设立危险化学品类别及其临界量的方式拓展了监管范围。我国采用的重大危险源评价方法着重关注危险物质的种类和数量,以物质的固有危险性作为评判依据,更符合我国危险化学品现状。利用蒸气云爆炸及沸腾液体扩展蒸气爆炸两类事故模型对GB18218-2009中临界量的易燃气体可能的致害范围进行模拟分析。研究认为,危险化学品重大危险源的辨识是在物质固有危险性的基础上,综合考虑了事故发生频率、次要危险性、化学反应活性及对环境影响等诸多因素。     

糠醛厂生产过程安全评价

对企业生产过程中的危险有害因素进行安全评价,是当前企业预防事故发生的有效手段。安全评价技术在国内外已有较长的发展历史,但关于糠醛生产过程的安全评价方法及研究还比较匮乏。在糠醛生产过程中存在着火灾、爆炸、中毒、噪声等危险因素,极易造成大量的人员伤亡和财产损失。根据某糠醛厂的实际情况,结合安全评价的基本程序,采用重大危险源辨识及事故树分析评价法,对危险有害因素进行辨识和评价。结果显示,糠醛厂存在着锅炉超压爆炸的危险,利用事故树分析法可以及时的找出预防途径,有针对性地提出安全改进的合理建议,从而进一步改善糠醛厂生产过程中的环境。评价的结果对糠醛生产企业进行安全决策、减少事故隐患,具有积极的指导意义。     

鄱阳湖流域水化学主离子特征及其来源分析

系统采集了鄱阳湖流域湖水、河水,分析测定各单元水体主离子组成.结果表明,鄱阳湖流域枯水期主离子浓度大于丰水期主离子浓度,TDS集中在60—100 mg.L-1,属于弱矿化度水;总硬度浓度40—60 m.gL-1,属于软水;其中Ca2＋和SO24-是占绝对优势的离子,分别占阳离子和阴离子总量的45.0%和47.5%.湖区...     

Nutrient Loadings to Streams of the Continental United States from Municipal and Industrial Effluent1

Maupin, Molly A. and Tamara Ivahnenko, 2011. Nutrient Loadings to Streams of the Continental United States From Municipal and Industrial Effluent. Journal of the American Water Resources Association (JAWRA) 47(5):950‐964. DOI: 10.1111/j.1752‐1688.2011.00576.x Abstract: Data from the United States Environmental Protection Agency Permit Compliance System national database were used to calculate annual total nitrogen (TN) and total phosphorus (TP) loads to surface waters from municipal and industrial facilities in six major regions of the United States for 1992, 1997, and 2002. Concentration and effluent flow data were examined for approximately 118,250 facilities in 45 states and the District of Columbia. Inconsistent and incomplete discharge locations, effluent flows, and effluent nutrient concentrations limited the use of these data for calculating nutrient loads. More concentrations were reported for major facilities, those discharging more than 1 million gallons per day, than for minor facilities, and more concentrations were reported for TP than for TN. Analytical methods to check and improve the quality of the Permit Compliance System data were used. Annual loads were calculated using “typical pollutant concentrations” to supplement missing concentrations based on the type and size of facilities. Annual nutrient loads for over 26,600 facilities were calculated for at least one of the three years. Sewage systems represented 74% of all TN loads and 58% of all TP loads. This work represents an initial set of data to develop a comprehensive and consistent national database of point‐source nutrient loads. These loads can be used to inform a wide range of water‐quality management, watershed modeling, and research efforts at multiple scales.     

Local calibration of coliforms parameters of water quality problem at Igapó I Lake, Londrina, Paraná, Brazil

This article presents results concerning the local calibration of the transport parameters (longitudinal and transversal diffusions and decay coefficient) for a two-dimensional problem of water quality at Igapó I Lake, located in Londrina, Paraná, Brazil, using fecal coliforms as an indicator of water quality. The simulation of fecal coliforms concentrations all over the water body is conducted by means of a structured discretization of the geometry of Igapó I Lake, together with the finite difference and finite element methods. By using the velocity field, modeled by the Navier-Stokes and Poisson equations, the flow of fecal coliforms is described by means of a transport model, which considers advective and diffusive processes, as well as a process of fecal coliforms decay. In the checkpoint, the longitudinal and transversal diffusion coefficients and the coliforms decay coefficient that best fitted the value of the fecal coliforms concentration were D_x = D_y = 0.001 m²/h and k = 0.5 d⁻¹ = 0.02083 h⁻¹. A qualitative and quantitative analysis of the numerical simulations conducted in function of the diffusion coefficients and of the coliforms decay parameter provided a better understanding of the local water quality at Igapó I Lake.     

化工园区重大危险源分级方法研究

以常州市新北区化工园区为例,对重大危险源的分级方法进行了研究.根据化工园区自身的特点,制定了重大危险源分级方法、程序,建立重大危险源分级模型,并利用建立的模型对该化工园区进行了重大危险源分级的实例研究.     

堆积体边坡渐进性破坏的随机模型

为精确模拟堆积体边坡变形破坏过程,根据堆积体所固有的非连续性、非均质性、各向异性等特点,以及边坡变形破坏的渐进性特征,采用改进的有限单元法(FEM)对堆积体边坡进行模拟。考虑堆积体边坡从连续位移函数到不连续位移函数的突变。破裂发生前,用连续位移函数进行计算;破裂发生后,引入不连续位移函数。研究结果表明,破裂面上不同点的安全系数(FOS)是不同的,但都随着破坏过程而降低。同时,可以得出不同非均匀程度下安全系数的概率分布。