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排序方式: 共有166条查询结果,搜索用时 31 毫秒
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Zoë Sofoulis 《Local Environment》2015,20(5):529-547
Over the course of Australia's Millennium Drought, urban water managers gained more appreciation of householders' willingness and capacities to respond to water shortages and restrictions, including by installing rainwater tanks (RWTs) for watering gardens. How urban water managers regard tanks and tank users gives insight into their understandings of social sustainability, as found in interviews conducted in 2006 and 2010. These also revealed a growing distance between policymakers and water providers pursuing a broader approach to sustainability in their communities. The RWT is considered here as a limit case for paradigms of urban water management: it challenges conventional distinctions (such as provider/consumer) and heralds a new hydropolitics. These challenges are discussed as seven kinds of trouble with tanks: (1) incompatibility with the management model and vision of modernity enshrined in the ideal of centralised provision in control of accredited water experts; (2) anxieties about control and risk aroused by these private on-site facilities and their non-expert users; (3) equivocation over their environmental effects, normally assessed in hydrological terms that downplay the benefits of green streetscapes; (4) inexplicability of their popularity within dominant economically rationalist models of customers; (5) educational effects that exceed rationalist, individualist models of learning and require more socially realistic, culturally intelligent and practice-oriented approaches; (6) generation of enthusiasms that are spurned as threats to rationality instead of harnessed to energise the sustainability journey and (7) community-building effects that are unthinkable within the neoliberal customer paradigm but graspable to water managers through lay concepts like “dinner table conversations”. 相似文献
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城市雨水管网沉积物不同分子量溶解性有机质空间分布及光谱特征 总被引:1,自引:0,他引:1
采用超滤法、紫外-可见吸收光谱和三维荧光光谱分析法研究了北京市西城区4个典型功能区(居民区、文教区、交通区、商业区)雨水管网表层沉积物中不同分子量溶解性有机质(DOM)的分布特征和光谱特性。结果表明:雨水管网沉积物DOM以小分子量组分为主,约占整体水平的60%~70%。通过分析还发现,沉积物中小分子量(小于3k Da)DOM主要是类蛋白物质,而腐殖类物质主要集中在DOM的大分子量(大于10k Da)区域,微生物活动对小分子量DOM贡献作用显著,由此可见,DOM的分子组成和结构特性在一定程度上可以作为雨水管网沉积物DOM主成分和来源的衡量指标。4个功能区DOM腐殖化水平较低,表现出随分子量增大DOM腐殖化程度升高的规律。 相似文献
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结合西安市生态社会经济现状,建立与水环境系统密切相关的承载力指标体系;采用AHP法分析确定评价指标的权重,应用灰色关联度法和模糊综合评判构建水环境承载力评价模型,收集近年数据对西安市水环境承载力进行现状评价。结果表明,西安市水环境承载力从2000年的脆弱到2009年的良好大致呈现连年增强的趋势。但从隶属度矩阵发现,增长的动力来源于经济的良好发展势头,而生态系统已经遭到较严重的破坏,且修复不利,同时科技发展对承载力的贡献也呈现逐年下降趋势。研究表明,解决西安市水环境未来面临的恶化趋势的关键在于加速雨水资源化进程推进。 相似文献
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Marinus van Veenhuizen 《中国人口.资源与环境(英文版)》2010,8(4)
Shortage of water is the key limiting factor for agricul-tural development of Beijing. Rainwater harvesting (RWH) could provide an alternative water source for greenhouse agriculture, but local natural and socioeconomic conditions challenge the applica-tion of the technology. This article analyses the advantages and disadvantages of different types of greenhouse RWH in Beijing,and describes a new greenhouse RWH system demonstrated in 2008 in Huairou, a suburb district of Beijing. It analyses the ef-ficiency, cost-benefit ratios and limiting factors of the new system.The results show that with the new system, RWH efficiency can be as high as 66% (of total rainfall) and the rainwater usage rate can reach 69% of total water usage. The ratio of benefit to cost of government investment can be 1.84, and the ratio of benefit to cost of a farmer's investment could be 1.68 provided the project is designed to save water and also increase income. However, the price of groundwater for agriculture directly influences the potential for applying and scaling up the project. If the RWH system does not increase the farmers' incomes at the current water price, they will not use it until the water price rises to a critical point, which is de-termined by external factors. This article also suggests a number of measures to increase the efficiency of the system in order to apply it on a large scale. 相似文献
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粉煤灰合成沸石去除城市暴雨径流中氨氮 总被引:2,自引:1,他引:1
采用粉煤灰为原料,通过耦合碱熔-两步合成法制得3种合成沸石产品,并以合成沸石制备大粒径的功能填料。通过氨氮吸附速率实验和等温吸附实验探讨了合成沸石及功能填料的氨氮吸附速率和最大吸附容量(Qm),以功能填料构建模拟人工快速渗滤系统,研究其对城市暴雨径流中氨氮的去除效果。结果表明,合成沸石对氨氮的吸附速率极快,5min去除率约达到75%,氨氮最大吸附容量为11.36~16.13 mg/g;功能填料对氨氮的最大吸附容量有所下降,但氨氮吸附速率仍较快,应用于模拟人工快速渗滤系统时能在较高的水力负荷下快速去除城市暴雨径流中的氨氮。碱处理再生法更适于进行合成沸石功能填料原位再生,氨氮吸附容量一次再生率达到67%~87%。 相似文献