南宁市老城区降雨径流溯源及污染特征分析

降雨径流是城市河道污染的重要来源之一.为了解降雨径流的污染特征,对南宁市老城区进行降雨径流同步采样监测,分析不同降雨条件下不同下垫面污染状况、初期冲刷效应及污染贡献比等特征,探讨了径流污染初期冲刷计算方法及影响因素分析,并根据老城区菜市场下垫面讨论降雨径流下垫面选取标准与必要性.结果表明,南宁市老城区径流污染中,道路及...     

磁暴对沿海核电站变压器安全影响的研究

磁暴产生的地磁感应电流(GIC)直接损伤变压器和间接干扰继电保护等设备,强磁暴可能威胁到电网的安全运行。为探明磁暴对沿海核电站变压器的影响,对第23太阳周峰年强磁暴侵害广东岭澳核电站、江苏上河变电站的GIC测量数据,以及西北陕甘青宁750 kV电网计算数据进行统计分析,研究沿海核电站与内陆变电站变压器GIC大小及其差异原因。结果表明,由于受海岸效应现象的影响,沿海核电站的变压器更容易遭受磁暴的侵害。在此基础上,对极端磁暴的可能危害、灾害风险以及沿海核电站的磁暴灾害进行评估,并建议核电站选址和变压器选型时应评估磁暴的影响。     

城市综合承灾能力评价的分形模型

基于结构决定功能的系统原理,运用分形理论,构建城市综合承灾能力分形评价模型。首先构建了城市综合承灾能力评价指标体系;其次进行原始数据标准化处理及指标数据之间相关性的消除;接着进行研究对象的分形评价与分维计算;最后通过对29个城市实例进行计算,并与模糊可变识别评价方法、指数评价方法进行比较验证,得到各城市综合承灾能力属于相对较强、中等和较弱的各占13.79%6,5.52%和20.69%。实例分析结果与各城市承灾能力实际状态基本一致,显示该方法能利用一个综合反映多因素之间复杂关系的特征指标给出相应的评价等级结果。     

城市重点公共区域人群聚集风险的实时定量技术

城市公共区域人群高度聚集且流动性大,紧急状态时易发生群死群伤的拥挤踩踏事故,造成大量人员伤亡和社会负面影响。在FIST模型的基础上,提出以人员密度（D）、人员特性（C）、人与人的相互作用（I）以及人群聚集环境（E）作为表征公共场所人群聚集风险的基本参数,接下来对四个参数进行了相应的技术分析。第一,利用人群监控技术估计人群密度;第二,通过现场监测网络得到的人群压力值来表征人与人相互作用的强度;第三,忽略了个体差异对人群整体的影响;第四,把公共场所中导致事故发生的影响因子归结为综合扰动强度,并建立了相应的数学模型表征了这种强度的大小。最终建立了描述人群聚集风险的DICE模型。同时,给出了人群密度阈值、人群压力阈值以及人群聚集风险的总阈值及其判断标准,整个工作将人群聚集风险实时定量及管理技术推向了实用化的道路。     

国内外城市可持续发展指标体系比较

文章以英国2009年发表的可持续发展指标体系和美国可持续社区指标指南为例,比较了国内外城市可持续发展评估指标体系,列举了各指标体系的大类和分项,从指标体系的选择和评价方法的确定等方面综述了国内可持续发展指标体系,以期为制定和完善中国的城市可持续发展指标体系提供参考。     

基于条件高斯模拟的城市灰尘Pb元素的空间分布特征

城市灰尘是分散于城市不同区域的表面固体颗粒物。城市灰尘对城市环境造成的污染越来越多地受到人们的关注,尤其是城市灰尘重金属对城市生存环境造成的危害。本文利用R软件中的Gstat包,对金华市城市地表灰尘中的Pb元素含量进行500次条件高斯模拟,并从中随机抽出3次模拟对其模拟结果进行分析,从模拟结果可以看出研究区Pb元素总体上显示出相似的空间变化趋势,但在细部空间变化上是有差别的。条件高斯模拟法对未知点的模拟值具有不确定性,克服了普通克里格法的平滑效应,能够更好地反映研究区的随机性和结构性。     

城市草坪的生态热效益

分析了草坪的能量平衡机理以及与环境之间的热湿交换关系，说明了草坪对空气具有降温增湿作用。通过重庆市区一些草坪实测数据分析发现草坪日平衡温度与空气日平均温度相等，说明草坪与空气之间保持热量的生态平衡。     

对中国城市环境地质工作的思考

本文回顾了国内外城市地质工作的发展历程，阐述了中国城市地质工人的发展方向和重点工作领域。指出城市地质工作必须服务于城市（城市群，经济开发区）的规划，建设和管理，为城市社会经济可持续发展，减灾防灾提供具有针对性，实用性和超前性的基础地质资料和成果。由于中国城市的规模，性质，自然资源承载力，地质环境特征不同，城市环境地质调查，评价的对象，内容也将有所差异。归纳起来，城市地质的重点工作领域为：城市可持续发展，城市可持续发展的资源开发战略与对策，城市地质环境容量及脆弱性分析。城市地质灾害：城市地质灾害风险，影响面，易损性及对灾害的反应，城市环境变化的地质指标体系，城市环境地质综合研究：城市环境地质调查评价的新理论，新方法，新技术，城市环境地质图纱的编制。数字城市环境地质：GIS平台上的地质空间数据库，城市地质环境动态分析，评价，决策系统和地质灾害预警预报系统。     

Creating False Images: Stream Restoration in an Urban Setting

Stream restoration has become a multibillion dollar business with mixed results as to its efficacy. This case study utilizes pre‐ and post‐monitoring data from restoration projects on an urban stream to assess how well stream conditions, publicly stated project goals, and project implementation align. Our research confirms previous studies showing little communication among academic researchers and restoration practitioners as well as provides further evidence that restoration efforts tend to focus on small‐scale, specific sites without considering broader land use patterns. This study advances our understanding of restoration by documenting that although improving ecological conditions is a stated goal for restoration projects, the implemented measures are not always focused on those issues that are the most ecologically salient. What these projects have accomplished is to protect the built environment and promote positive public perception. We argue that these disconnects among publicized goals for restoration, the implemented features, and actual stream conditions may create a false image of what an ecologically stable stream looks like and therefore perpetuate a false sense of optimism about the feasibility of restoring urban streams.     

Hydrologic Controls on Nitrogen and Phosphorous Dynamics in Relict Oxbow Wetlands Adjacent to an Urban Restored Stream

Although wetlands are known to be sinks for nitrogen (N) and phosphorus (P), their function in urban watersheds remains unclear. We analyzed water and nitrate (NO₃^?) and phosphate (PO₄^3?) dynamics during precipitation events in two oxbow wetlands that were created during geomorphic stream restoration in Baltimore County, Maryland that varied in the nature and extent of connectivity to the adjacent stream. Oxbow 1 (Ox1) received 1.6‐4.2% and Oxbow 2 (Ox2) received 4.2‐7.4% of cumulative streamflow during storm events from subsurface seepage (Ox1) and surface flow (Ox2). The retention time of incoming stormwater ranged from 0.2 to 6.7 days in Ox1 and 1.8 to 4.3 days in Ox2. Retention rates in the wetlands ranged from 0.25 to 2.74 g N/m²/day in Ox1 and 0.29 to 1.94 g N/m²/day in Ox2. Percent retention of the NO₃^?‐N load that entered the wetlands during the storm events ranged from 64 to 87% and 23 to 26%, in Ox1 and Ox2, respectively. During all four storm events, Ox1 and Ox2 were a small net source of dissolved PO₄^3? to the adjacent stream (i.e., more P exited than entered the wetland), releasing P at a rate of 0.23‐20.83 mg P/m²/day and 3.43‐24.84 mg P/m²/day, respectively. N and P removal efficiency of the oxbows were regulated by hydrologic connectivity, hydraulic loading, and retention time. Incidental oxbow wetlands have potential to receive urban stream and storm flow and to be significant N sinks, but they may be sources of P in urban watersheds.