上海城市屋面径流PAHs赋存特征及其生态风险评价

为研究城市屋面径流中16种US EPA优控多环芳烃(PAHs)的污染特征,采集并分析了上海3次降雨事件典型屋面径流中颗粒相和溶解相PAHs的质量浓度,对屋面径流中PAHs的质量浓度特征、动态变化过程、来源解析以及潜在的生态风险进行了分析与讨论.结果表明,屋面径流中溶解相∑16PAHs的质量浓度为33.9~581.5ng/L,颗粒相PAHs的质量浓度为134.6~27528ng/L,3种屋面径流PAHs含量基本为:瓦屋面>水泥屋面>沥青屋面;不同类型的屋面径流中PAHs组分具有明显的相似性,均以3~4环组分为主,苯并[a]芘BaP的场次降雨事件平均浓度(EMC)值为17.4~378.5ng/L,超过我国规定的污水中BaP排放标准.源解析结果表明,瓦屋面径流中PAHs的主要来源为机动车排放源和燃煤源;沥青屋面和水泥屋面径流中PAHs主要来源于机动车排放源、燃煤源和石油类泄露和挥发源.屋面径流中PAHs毒性当量浓度为6.08~16.86ng/L,超过我国规定的标准限值,对环境存在一定的危害,应引起足够的重视.     

基于多源数据融合的石油罐区安全监控模型

由于单一传感器在石油罐区安全监控中容易受到外界因素影响从而产生误差,为提高传感器检测结果的可靠性和罐区安全监控预警的准确性,基于多源数据融合技术,建立罐区安全状态预警模型。首先,介绍了多源数据融合技术的3个层级:数据级融合,特征级融合和决策级融合,以及目前各领域常见的数据融合方法;其次,建立了基于最优加权融合算法的一级融合模型和基于BP神经网络算法的二级融合模型;最后,得到石油罐区安全监控数据融合模型,并为进一步的实践应用打下了理论基础。     

基于火灾场景的大型浮顶储罐区全过程风险防范体系研究

针对大型浮顶罐区火灾事故风险特征,通过对火灾场景辨识及其火灾风险影响因素分析,结合预防初期火灾场景风险要素和消防系统有效性,提出了罐区火灾事故现实风险的评估框架及确定方法。在此基础上,构建了基于火灾场景的全过程风险防范体系,包括库区评估规划、罐体本质安全化设计、库区火灾预防、罐区火灾扑救、园区火灾事故管理等5个方面,并给出相应的对策措施。大型浮顶罐区全过程火灾风险防范是一个持续改进的结构化过程风险管理体系,有助于实现罐区火灾风险的过程安全管理,进而提高仓储型园区的整体消防安全保障能力和风险防控水平。     

下向进路回采钢筋混凝土假顶稳定性分析

〗为确保下向进路采场高效安全回采,采用ABAQUS的损伤塑性模型对下向进路钢筋混凝土假顶进行稳定性分析,得到假顶的应力与位移分布规律,分别从假顶的应力分布、变形量对不同进路尺寸及假顶厚度的影响进行比较分析。结果表明,进路假顶产生的最大拉应力（089MPa）小于混凝土层的抗拉强度（127MPa）;最大压应力（416 MPa）小于混凝土层的抗压强度（119MPa）;假顶底部最易被拉裂位置为偏离假顶中央(05~1)m处;钢筋承载了大部分拉应力,受拉性能得到充分利用。在进路尺寸为3m×3m或者4m×3m时假顶厚度取06m,进路尺寸为4m×4m时假顶厚度取08m,假顶最大拉应力值均未超过混凝土的抗拉强度值,此时假顶较为稳定,便于进路维护与提高回采强度。研究结果对下向进路采场的安全生产提供技术保障。     

储罐长周期腐蚀声发射监测试验

对一放置2年时间的储罐试验模型进行长周期的声发射腐蚀监测,通过研究其在稳定腐蚀状态下的声发射信号特征,分析其腐蚀的机理和信号产生的原因,形成对储罐腐蚀更深入的认识。文章还对稳定腐蚀状态下的储罐声发射特征参数进行统计分析,为后续的储罐在线声发射检测评价打下数据基础。     

Uncertainties in a risk management context in early phases of offshore petroleum field development

The current risk management approach for the Norwegian offshore petroleum industry came into effect in 2001 and has been stable with minor changes for 15 years. Relatively few new installations were slated for development until quite recently, and several new projects have been started in the last few years. The paper considers the risk management approach in the pre-FEED phase and builds on two case studies selected from the most recent cases. These case studies have been evaluated with respect to how uncertainties are considered in the early phase, based on the submission of the Plan for Development and Operation, their evaluations by authorities and the supporting documents. Both case studies involve new concepts for which there is no experience from similar environments and/or water depths. In spite of what could have been expected, the case studies conclude that uncertainties have not been in focus at all during concept development. This appears to be definitely the case for the licensees, but also to be the case for the authorities. Some suggestions are presented for what could have been considered by the licensees and authorities.     

液氧储罐爆炸事故树分析

采用安全系数工程的方法,对液氧储罐爆炸进行丁事故树分析,通过求事故树最小割集,进行结构重要度分析,从而对液氧储罐爆炸的事故原因进行分析、预测,并提出了相应的预防控制措施。     

Fermentative hydrogen production from beet sugar factory wastewater treatment in a continuous stirred tank reactor using anaerobic mixed consortia

A low pH, ethanol-type fermentation process was evaluated for wastewater treatment and bio-hydrogen production from acidic beet sugar factory wastewater in a continuous stirred tank reactor (CSTR) with an effective volume of 9.6 L by anaerobic mixed cultures in this present study. After inoculating with aerobic activated sludge and operating at organic loading rate (OLR) of 12 kgCOD?m^-3·d^-1, HRT of 8h, and temperature of 35°C for 28 days, the CSTR achieved stable ethanol-type fermentation. When OLR was further increased to 18 kgCOD?m^-3·d^-1 on the 53rd day, ethanol-type fermentation dominant microflora was enhanced. The liquid fermentation products, including volatile fatty acids (VFAs) and ethanol, stabilized at 1493 mg·L^-1 in the bioreactor. Effluent pH, oxidation-reduction potential (ORP), and alkalinity ranged at 4.1–4.5, -250–(-290) mV, and 230–260 mgCaCO₃?L^-1. The specific hydrogen production rate of anaerobic activated sludge was 0.1 L?gMLVSS^-1·d^-1 and the COD removal efficiency was 45%. The experimental results showed that the CSTR system had good operation stability and microbial activity, which led to high substrate conversion rate and hydrogen production ability.     

砂柱对济南城市屋面雨水径流净化效果的试验

针对屋面雨水回灌裂隙岩溶含水层要求快速量大和水质要求高的特点,设计了相适宜的砂滤柱.采用室内砂滤试验研究了济南市屋面雨水径流回灌裂隙岩溶含水层之前的雨水净化效果.结果表明,砂柱对屋面雨水径流污染物有明显的去除效果,浊度的平均去除率达到87%,悬浮物的平均去除率达到70%以上,对色度、挥发酚、Pb和Zn也有一定的去除效果,对NH3-N、NO2-N的去除效果较差.浊度、色度和悬浮物等大部分污染物的去除主要集中在上层完成,因此,砂柱的上层需要定期更换.     

昆明主城合流污水调蓄池截污效能模拟

为评估昆明市计划首批建设二环路内16座合流污水调蓄池(规模为21.3×104 m3)的环境效益,采用构建降雨径流管理模型(SWMM)模拟调蓄池的运行情况,对其截污效能进行分析. 结果表明,2008年的113场降雨中,调蓄池共截流污水量1 868.73×104 m3,COD_Cr、TN、TP污染负荷的截流量分别为5 195.28、810.76、68.78 t,污水截流量占合流污水溢流量的11.18%. 昆明主城调蓄池是在充分利用和衔接已建、在建的排水管网收集系统和污水处理设施的基础上设计的,调蓄池效能受既定配套条件、场地、降雨特征等的多重影响,建议加大调蓄池和污水处理厂的联动性,并采取集中调蓄截流为主、分散式面源治理为辅的策略,综合防治初期雨水径流污染和合流污水溢流污染.