我国城市热岛效应研究方法综述

文章主要综述了我国城市热岛效应的四种研究方法,即气象资料分析法、布点观测法、数值模拟法和遥感法,重点介绍了城市热岛的遥感研究方法及其理论基础.     

辐射安全联锁系统的探索与实践

针对工业和医用放射性同位素与射线装置发生放射性污染的安全隐患,采用PLC控制技术,设计一套联锁系统,有效地保护操作人员和公众,避免因为人为失误或设备故障造成放射性污染事故。     

Co3O4/介孔分子筛催化剂对苯催化完全氧化的研究

分别以介孔分子筛MCM-41、MCM-48、SBA-15为载体,采用等体积浸渍法制备了氧化钴/介孔分子筛催化剂,利用N₂吸附、X射线衍射、程序升温还原等技术对催化剂进行了表征,考察了Co₃O₄的负载量及载体的孔结构对催化剂完全催化氧化苯的性能的影响。结果表明,Co₃O₄的负载量为20%时,催化剂的催化活性最好;载体的孔径和催化剂的可还原性能是影响催化活性的主要因素,催化剂活性顺序为Co₃O₄ /SBA-15> Co₃O₄ /MCM41> Co₃O₄ /MCM-48。     

云南宁洱6.4级地震灾区范围的快速判断

采用云南175个历史强震的等震线图、云南数字等震线模型和云南1：400万活动断裂资料,对常规正圆法灾区范围量化与数字等震线模型灾区范围量化得到的云南宁洱6．4级地震灾区范围进行了对比,分析了地震等震线长轴方向与活动断裂的关系。结果表明,灾害地震的灾区范围用等震线模型来量化比常规用正圆来量化更加符合地震的客观情况。     

地理空间信息网格安全问题研究

计算机网络足地理空间信息网格的载体,二者之间有着密切的联系,其关联性主要表现在互连互通、基于协议、交互接口和虚拟组织几个方面.计算机网络遇到的安全威胁,地理空间信息网格也同样会遇到.此外,地理空间信息网格还要面对自身特征带来的诸如攻击核心设施、导致整体瘫痪,或破坏局部计算等各种安全威胁.针对这些问题,基于用户、通信网络、应用程序和网格资源四个环节,研究设计了地理空间信息网格安全体系结构,并论述了各模块的功能和相互之间的关系,以及整体协同运行程序.     

山水林田湖草生命共同体的科学认知、路径及制度体系保障

山水林田湖草生命共同体是对人与自然和谐统一关系的新认知,是生态文明理论的重要组成部分。以建立一个山水林田湖草生命共同体的研究范式为目的,系统剖析了山水林田湖草生命共同体理论与应用在基础探索、快速发展和多元繁荣三个阶段的研究重点与特征;再次审视了山水林田湖草生命共同体的内涵、阐明了概念新认知、基本特征、人与生命共同体关系;最后提出面向山水林田湖草生命共同体的“问题—目标—时空策略—目的”的实施路径,及构建以自然资源监测监管体系、自然资源资产产权体系、国土空间规划体系、国土空间用途管制体系、国土空间生态修复体系、法律法规体系等为主的制度体系,进而提升其科学性和实用性,为构建国土空间治理体系及治理能力现代化提供决策支撑。     

美国光化学污染监测的经验与启示

针对光化学污染的严峻形势,中国应尽快建立国家层面的光化学监测网络,完善光化学监测的技术体系与质量管理体系,为重点地区光化学污染防治工作提供监测数据支持。研究在总结美国光化学评估监测网络发展历程、运行及其监测目标、技术体系和质量管理体系的基础上,提出了明确光化学监测目标、制定优先监测VOCs名单、完善光化学监测技术体系和质量管理体系、建立光化学监测数据共享平台以及开展VOCs源解析等建设中国光化学监测网络的具体建议。     

核化危害源项反演技术现状及研究展望

源项反演对缓解和遏制核化危害源、精准预测核化危害时空传输和扩散情况、辅助作战行动和保障决策等具有十分重要的意义.本文从源项反演应用平台和源项反演关键算法(包括欧拉方法、拉格朗日方法、深度学习等)两个方面,对国内外核化危害源项反演技术的现状和二者间的差距进行了总结与分析.研究指出,利用深度学习提高反演精度和速率、从单污染...     

Atmospheric depositional fluxes and sources apportionment of organochlorine pesticides in the Pearl River Delta region, South China

Organochlorine pesticides (OCPs) have variously been phased out in agricultural activities, but they are still widely detected in air, water, and soil systems due to their recalcitrant nature in the environment. The purposes of this study were to assess potential OCP pollution via dry and wet deposition over the fast developing Pearl River Delta area with 41,700 km², where the main effort has been focused on emerging pollutants such as petroleum hydrocarbons and PM2.5. We quantified both the dry and wet deposition fluxes of 19 OCPs including dichlorodiphenyltrichloroethanes (DDTs), endosulfans (Endos), and hexachlorocyclohexanes (HCHs). The results showed that each year about 67.4, 42.0, 15.0, and 8.07 kg of total OCPs, DDTs, Endos, and HCHs were returned to the ground, among which 11.7, 10.4, 0.84, and 0.16 kg were in the dry deposition forms. The large spatial variations in OCP deposition fluxes indicated that OCP pollution in the air is mainly influenced on local scales because evaporation from local soil is likely the major source of the phased out OCPs. Source analysis indicated that DDTs may be still in use as antifouling agent and/or dicofol, but Endos and HCHs were mainly derived from the residual of historical usage. The study suggests that the historical OCP pollutants are persistent at high levels in this area and should not be overlooked, while we tackle emerging pollutants.     

Evaluation of rural wastewater treatment processes in a county of eastern China

With the rapid urbanization and industrialization in China, wastewater treatment in rural areas has become an increasing national concern. The selection of appropriate treatment processes closely based on the actual local status is crucial for the prevention of water quality deterioration in rural areas of China. This study presents a full year survey on the performances of various rural wastewater treatment processes at a county level in eastern China including seven three-chamber septic tanks (ST), five micro-power biological facilities (MP), seven constructed wetlands (CW), three stabilization ponds (SP) and five centralized activated sludge treatment plants (AS). It was found that although ST could remove a notable portion of total suspended solids (TSS) and chemical oxygen demand (COD(Cr)), it was ineffective in reducing nutrients and pathogens. Reliability and stability analyses showed that the centralized AS and decentralized CW processes outperformed the SP and MP processes. There were obvious discrepancies between the mean design concentrations, which ensure that 95% of the effluents meet the discharge standards, and the actual effluent concentrations determined for each process. The expected compliance with the tentatively adopted second-grade discharge standards (GB 18918-2002) was unsatisfactory for most of the water quality parameters examined, indicating an urgent need to design more practical discharge standards for decentralized treatment processes. Based on an overall assessment of reliability, stability and cost-effectiveness, the centralized AS was suitable for densely populated towns while the decentralized CW was suitable for sparsely populated villages.