The real water consumption behind drinking water: the case of Italy

The real amount of drinking water available per capita is a topic of great interest for human health and the economic and political management of resources. The global market of bottled drinking water, for instance, has shown exponential growth in the last twenty years, mainly due to reductions in production costs and investment in promotion. This paper aims to evaluate how much freshwater is actually consumed when water is drunk in Italy, which can be considered a mature bottled-water market. A Water Footprint (WF) calculation was used to compare the alternatives: bottled and tap water. Six Italian brands of water sold in PET bottles were inventoried, analysed and compared with the public tap water of the city of Siena, as representative of the Italian context. Results showed that more than 3 L of water were needed to provide consumers with 1.50 L of drinking water. In particular, a volume of 1.50 L of PET-bottled water required an extra virtual volume of 1.93 L of water while an extra 2.13 L was necessary to supply the same volume of tap water. These values had very different composition and origin. The WF of tap water was mainly due to losses of water during pipeline distribution and usage, while WF of bottled water was greatly influenced by the production of plastic materials. When the contribution of cooling water was added to the calculation, the WF of bottled water rose from 3.43 to 6.92 L. Different strategies to reduce total water footprint are discussed.     

Water Footprint of 65 Mid‐ to Large‐Sized U.S. Cities and Their Metropolitan Areas

Conventional indicators of water use for urban areas account primarily for direct water use. In contrast, our objective here is to employ the water footprint (WF) concept and methodology to include the virtual or indirect water use to assess the production‐side and consumption‐side WF of 65 United States (U.S.) cities. The 65 cities include the largest metropolitan areas and some of the major mid‐sized cities in the U.S. We use metropolitan areas to define our city boundaries as this is the native spatial resolution of the main datasets used. To estimate the urban WFs, we integrated large and disparate datasets, including commodity flow (agricultural, livestock, and industrial commodities), water use, and socioeconomic data. By analyzing the estimated WF values, we found indirect water use accounts on average for 66% of the WF of consumption. We found some cities are net virtual water exporters (11 of 65) because they rely heavily on direct water uses or are heavy producers of industrial commodities. Also, WF patterns vary widely across the U.S. but regional patterns seem to emerge. For example, the dense cities of the U.S. northeast megaregion have a significantly low per capita WF relative to the other cities, while cities in the Gulf Coast megaregion have a significantly higher industrial WF of production and consumption. Furthermore, there is inequality in the WF of consumption where a few cities account for a disproportionate share of the total U.S. urban water uses.     

灰水足迹研究进展与方法学改进

灰水足迹是水足迹的重要组成部分,定义为稀释污染物所需的水量。灰水足迹作为水污染的体积量化指标,已得到国际学术界广泛应用。然而,由于底层数据缺乏和方法体系限制,灰水足迹研究尚无法为实践管理提供有效支持。本文剖析了灰水足迹评价的必要性及相关概念内涵,从灰水足迹核算方法及适用范围、演化机制、基于灰水足迹的虚拟水流动路径解析等方面综述其研究进展。在此基础上,分析当前灰水足迹核算方法的局限性并提出改进思路。同时,为实现灰水足迹深度应用,进一步阐述未来研究的重点方向,包括构建高时空分辨率灰水足迹数据库、基于实体—虚拟灰水耦合流动格局推动生态补偿机制和推进灰水足迹标签制度以消费侧选择引导生产侧绿色转型。     

水资源生态足迹分析——以安康市为例

根据生态足迹分析方法,建立了水资源生态足迹概念模型,确定了计算水资源帐户生态足迹所需的3个关键参数,即平均水资源产量、均衡因子和地区产量因子,计算了安康市1996—2007年水资源生态足迹和生态承载力。引入水资源生态足迹压力指数、万元GDP水资源生态足迹、累积水资源生态足迹等指标,利用水足迹模型评价水资源可持续发展程度的全面性和对比性。结果表明,计算结果可客观评价安康市水资源可持续发展与利用情况,为地区水资源的可持续利用与管理提供了科学的依据。     

Testing the environmental Kuznets curve hypothesis for water footprint indicator: a cross-sectional study

The water footprint analysis has become a rapidly growing field of research although little attention has been paid to its relationship with economic growth. Using the available cross-section data, this study examines how the per capita water footprint varies as a function of per capita income within the environmental Kuznets curve framework at both aggregated and disaggregated level of water footprint. In addition, the issue of omitted variables is investigated by incorporating a number of control variables. Estimation results show no evidence in favour of an inverted-U environmental Kuznets curve, but they yield, in most cases, an evolution into an N-shaped relationship. This means that water footprint rises in the beginning with incomes, then falls as nations grow wealthier to rise again at very high income levels. This calls into question the traditional economic view of income growth sustainability as it applies to water.     

Water Footprint of the Palestinians in the West Bank1

Abstract: Water in the West Bank of Palestine is a key issue due to its limited availability. Water is used from own sources for domestic, industrial, and agricultural purposes. Moreover, water is consumed in its virtual form through consumption of imported goods, such as crops and livestock, the production of which used water in the country of production. In addition, wastewater in many parts of the West Bank is disposed off without treatment into the wadis, deteriorating the quality of the water resources in the area and, therefore, further reducing the quantity of good quality water available. This paper calculates the water footprint for the West Bank. The consumption component of the water footprint of the West Bank was found to be 2,791 million m³/year. Approximately 52% of this is virtual water consumed through imported goods. The West Bank per capita consumption component of the water footprint was found to be 1,116 m³/cap/year, while the global average is 1,243 m³/cap/year. Out of this number 50 m³/cap/year was withdrawn from water resources available in the area. Only 16 m³/cap/year (1.4%) was used for domestic purposes. This number is extremely low and only 28% of the global average and 21% of the Israeli domestic water use. The contamination component of the water footprint was not quantified but was believed to be many times larger than the consumption component. According to the official definition of water scarcity, the West Bank is suffering from a severe water scarcity. Therefore, there is a need for a completely new approach towards water management in the West Bank, whereby return flows are viewed as a resource and that is geared towards a conservation oriented approach of “use, treat, and reuse.”     

水资源足迹计算模型研究——以南京市为例

在生态足迹理论的基础上探讨了水资源足迹的概念。基于水资源生产力,推导出水资源足迹和水资源承载力的计算公式,用水资源赤字和水资源盈余来衡量水资源利用的可持续性。以南京市为例进行模型实证研究,计算了2003～2007年南京市水资源足迹和水资源承载力,结果表明南京市水资源足迹增长明显,水资源承载力总体平稳,赤字从2004—2007年呈指数增长趋势。实证研究表明模型结果可以在一定程度上衡量生产消费对水资源的影响。     

流域比较视角的钱塘江与黑河流域水资源问题及对策研究——基于水足迹核算分析

产品贸易及水权交易使得水资源问题"跨流域化",不再单纯是流域内部管理问题。本文从流域比较视角出发,在区分蓝、绿、灰三种水足迹的基础上,应用水足迹模型,测算了两流域典型地区的水足迹,进行流域水资源问题对比分析,并分析了经济发展模式对流域水资源可持续性的影响。结果发现,杭州市经济用水中灰色水足迹占总量的90%,而张掖市经济用水中绿色水足迹占总量的60.8%,说明钱塘江流域水资源问题在于质,而黑河流域水资源问题在于量;经济发展模式中的产业结构、水资源开发效率、工业化路径等影响流域水资源可持续利用,同时基于GDP导向的流域间的水资源逆向配置,更加剧了流域水资源矛盾。最后根据流域对比结果提出治理措施,从而形成流域间协作的良性循环。     

Impact of closed-loop network configurations on carbon footprints: A case study in copiers

Growing concerns about the environment make a supply chains’ eco-footprint increasingly important, presuming that footprints are a more effective (policy) instrument than those currently in use. The eco-footprint comprises all kinds of environmental impact, but often is narrowed down to one aspect; e.g. the carbon footprint, material footprint, the water footprint, and so on. Although returns give rise to an additional goods flow from customers back to producers, it usually improves the eco-footprint due to the substitution effect. The reverse channel supplies high quality (recovered) products, components and materials to the forward channel thereby reducing the need for virgin sourcing and production. We refer to this as closed-loop recovery, as opposed to recovery for cascade markets which lacks substitution. To maximize substitution, the recovered items must re-enter the original supply chain. The feasibility of closed-loop recovery depends partly on the geographical proximity of forward and reverse facilities. We develop a decision framework for optimizing closed loop network configurations, i.e. the combined disposition and location–transport decision. We apply the framework to a single case study concerning one type of footprint (namely the carbon footprint) of a copier (closed-loop) supply chain. The main implication is that a regional network, with combined forward and reverse facilities per continent, proves most efficient and most robust in view of uncertain exogenous variables, but only when a full set of closed-loop options is available (including closed-loop recycling). As an embedded case, main contribution value of it lies in the discovery of a new phenomenon with generic implications; namely that not only the closed-loop supply chains footprint strongly depends on the substitution effect, but that in turn the feasibility of closed-loop recovery options depends heavily on the network design. From delineations of the study we derive issues for further research.     

Intensive olive orchards on sloping land: good water and pest management are essential

There is intensive cultivation of olives on sloping land in Jaen-Granada (Spain), Basilicata (Italy) and Western Crete (Greece). The intensive olive groves here are characterised by a tree density of about 250treesha(-1), yearly fertilisation and pruning, several chemical sprays for pest control, soil tillage once to thrice per year and irrigation up to 2700m(3)ha(-1)yr(-1). Intensive management results in high yields of 3600-6500kgha(-1) but also higher labour costs of 1154-1590euroha(-1)yr(-1), varying per area. The major environmental concerns in this system are related to chemical residues in the fruit, the extinction of useful insects, the depletion of groundwater resources, the pollution of soil and water and the erosion of soil. This paper describes the impact of intensive orchard management on natural resources and gives recommendations for soil and water conservation, reduction of chemicals use and biodiversity enhancement. The specific recommendations for the relevant stakeholders-farmers, technicians, agricultural services and policy makers-are based on the experimental evaluation of different agricultural practices and a socio-economic analysis of local and global production and markets.     

An assessment of Spain's Programa AGUA and its implications for sustainable water management in the province of Almería, southeast Spain

Spain's Programa AGUA was proposed in 2004 as a replacement for the Spanish National Hydrological Plan and represented a fundamental policy shift in national water management from large inter-basin water transfers to a commitment to desalination. Twenty-one desalination facilities are planned for six provinces on the Spanish Mediterranean coast to supplement their water needs. These include the province of Almería that for the last 30 years has endured a net water abstraction overdraft leading to serious reservoir depletion and groundwater imbalances. Rising water use is a result of increasing demand to support irrigated agriculture (e.g. greenhouse horticulture) and for domestic needs (e.g. rapid urban growth and tourism development), which has led observers to question Almería's long-term water sustainability. Desalinated water alone is unlikely to be sufficient to make up these water deficits and water-users will have to accept a move to full-price water recovery by 2010 under the European Union (EU) Water Framework Directive of which Spain is a signatory. Anticipated water efficiencies resulting from higher water tariffs, increasing water reuse and water infrastructure improvements (including inter-basin transfers), in conjunction with increasing use of desalinated water, are expected to address the province's current water overdraft. However, Almería will need to balance its planned initiatives against long-term estimates of projected agricultural and domestic development and the environmental consequences of adopting a desalination-supported water future.     

湖南城乡居民虚拟水消费结构及其用水效率评价

运用水足迹方法,根据2000—2008年的统计资料,对湖南省城乡居民虚拟水消费结构和城乡居民用水效率进行综合评价。结果表明,近年来湖南省总水足迹和人均水足迹均呈下降趋势;城镇居民虚拟水消费结构多样性指数值高于农村,城镇居民消费观念和消费模式更为合理;虚拟水消费结构多样性指数整体呈上升趋势,居民消费结构逐渐转向多元化;社会水资源稀缺指数不高,水资源利用还有较大空间,利用效率有了明显提高。     

水足迹分析理论与方法

水资源危机已成为全球可持续发展的一个日益突出的问题。为创新水资源问题的研究思路和完善水资源管理,引进了国际水资源领域较先进的水足迹分析法,系统地介绍了水足迹分析法的基本理论和计算方法,并计算了世界20个国家和地区的水足迹。结果表明,大部分国家水足迹过高、水资源压力过大,虚拟水贸易增加、水进口依赖明显。最后分析了产生高水足迹的原因,提出了降低水足迹的措施,并对该方法及其应用前景进行了评价。     

乡村旅游生态足迹结构与特征研究——以北京市延庆县柳沟村为例

通过对北京市郊县柳沟村的实证研究,得到乡村旅游生态足迹的特点和构成.研究发现,各类生态系统服务多功能性节约了部分生态足迹,该村60万游客2011年生态足迹为2266.724chm2,平均0.003778chm2/人,是一种生态足迹较小的旅游方式;占用土地类型比例依次是化石能源地45.37％、可耕地44.79％、水域9.69％、建成地0.15％.从旅游环节来看,食宿、交通、游购娱、废弃物处理比例分别为46.06％、27.25％、22.54％、4.15％.由于本地不具备生产条件或生产优势,食物贸易转移了部分生态足迹,目的地发展旅游业可提高生态效率和社会效益.     

水资源短缺的有效解决途径——虚拟水战略

针对中国水资源利用现状，系统论述了水足迹、虚拟水以及虚拟水战略的概念和内涵。通过水足迹来揭示人类对水资源的实际需求和占用，介绍了虚拟水战略的研究展望及存在的不足，通过应用虚拟水战略可以缓解水资源短缺现状，保证水资源与人口、耕地的地域组合均衡。     

皖南丘陵山区可持续发展的生态足迹分析——以池州市为例

生态足迹理论是一种定量测度区域可持续发展状态的有效方法。以皖南丘陵山区池州市为例，对其1996-2004年生态足迹和生态承载力进行了计算和分析。结果显示，池州市历年的人均生态足迹不断增加，9年时间增加了37．85％，而人均生态承载力却减少了5．49％。该地区历年人均生态足迹均出现赤字，而且呈增长的趋势；自然资源的利用效率不高以及自然资源供需的非均衡性增长导致生态赤字的出现和持续增长；目前池州市的发展模式已超出了自然生态系统的承载能力，处在不可持续的发展状态，并提出了相应的对策和措施。     

生态足迹理论在市域生态承载力评价中的改进探讨

从均衡因子、产量因子和评价结果等方面分析了生态足迹模型在市域生态承载力评价中的不足.以乌鲁木齐市为例,对生态足迹模型进行了改进,通过情景预测,提出提高市域生态承载力的建议和措施,并对生态足迹研究方向进行了展望.     

基于生命周期的产品碳足迹评价与核算分析

近年来,越来越多的企业对其产品进行碳足迹评价,评价方法主要采用产品碳足迹评价标准提供的碳计量方程,如GHG Protocol、ISO14064、PAS 2050、TS Q 0010等。在介绍相关评价标准的基础上,分析了产品碳足迹的评价步骤,最后利用河北盛华化工有限公司生产的PVC产品为例,给出了基于生命周期的B2B模式的产品碳足迹评价的案例。为企业及相关机构开展碳足迹评价提供借鉴作用。     

可持续发展状况的生态足迹模型定量评价——以山东省滨州市为例

可持续发展的定量测度研究是当前国际上关注的几个生态经济研究前沿问题之一。近年来生态足迹的方法用于定量的研究和判断某地区的可持续发展取得了一定的成果。通过生态足迹模型定量的计算和分析了2003年滨州市的生态足迹，计算得出滨州市的生态足迹需求为3．33hm^2，而生态承载力只有0．61hm^2，生态足迹需求是生态承载力的5．5倍，这反映了州市生产、生活的强度已大大超过了其生态系统的承载能力，生态系统处于过度开发状态。     

ABR+活性污泥法在番茄废水中的应用

以奇台太极华力食品有限公司番茄废水处理工程实例为依据,介绍了采用ABR厌氧+完全混合活性污泥法工艺在处理番茄加工废水的设计、调试及运行情况。经过2年运行,其进水COD在700~1 500mg/L之间,最大处理水量达到4 000m3/d;出水COD在40~70mg/L之间,COD去除率达到97%。处理出水可以稳定达到污水综合排放二级标准。ABR+完全混合活性污泥法工艺具有启动快,调试时间短,工程造价低的优点,尤其适宜处理番茄等间歇时间长工作时间短的季节性生产污水。