废液处理新工艺超临界水氧化（SCWO）评述

超临界水氧化是一项对有机废液焚烧处理最有潜力的替代技术，在过去的20多年里，这项技术引起了广泛的关注。然而，作为一项管端技术，超临界水氧化仍存在许多不足，这些不足阻碍了它的工业应用。除了反应器腐蚀和盐析导致的技术问题外，超临界水氧化经常被认为是一项处理所有废液的“通用”技术，然而也是无法实现的“通用”技术。本文介绍了作为管端处理技术的超临界水氧化技术存在的问题，讨论了可能的解决办法，介绍了不同反应器的概念，提出了在超临界水氧化领域里开展进一步研究和发展新工艺流程的建议。此外，评价了超临界水氧化技术涉及到的自身能源供应问题。     

超临界流体技术在环境保护与治理中的应用

本文介绍了超临界流体的特性，对超临界流体技术（超临界流体清洁生产、超临界流体萃取、超临界流体色谱及超临界水氧化等）在环境保护与环境治理中的应用进行了综述。     

超临界水氧化技术处理有机废液经济成本观测

扼要介绍了超临界水氧化技术及研究现状,对超临界水氧化技术处理有机废液的经济成本进行了分析和预测。     

超临界水氧化技术处理有机废液经济成本预测

把要介绍了超临界水氧化技术及研究现状,对超临界水氧化技术处理有机废液的经济成本进行了分析和预测。     

超临界水氧化技术的应用进展

本文综述了超临界水氧化技术的原理，影响因素，该技术在水处理方面的应用，并提出了该技术的研究和发展方向。     

废水处理新技术--超临界水氧化法

超临界水氧化法是一种新兴且非常有效的废水处理方法。当水处于临界点以上时，溶解在超临界水中的氧气或过氧化氢可以将超临界水中的有机污染物氧化生成水和二氧化碳等无害物质，以达到对废水进行处理的目的。本文介绍了超临界水的特点、SCWO的流程及其对设备的影响，指出了超临界水氧化法存在的问题及解决的方法。     

高级氧化技术在垃圾渗滤液处理中的应用

垃圾渗滤液是一种成分非常复杂的高浓度有机废水.本文介绍了高级氧化技术在垃圾渗滤液处理中的应用现状.主要包括Fenton氧化法、光化学催化氧化法、湿式氧化法、臭氧氧化法、超声氧化法、电化学氧化法、超临界水氧化法及等离子体技术在垃圾渗滤液处理中的应用,分析了高级氧化技术处理垃圾渗滤液的原理,探讨了它们的优缺点,并对高级氧化技术处理垃圾渗滤液应用的未来发展进行了展望.     

超临界水氧化中设备腐蚀的研究现状

超临界水氧化（SCWO）技术是近年发展起来的处理有机难溶废物的安全高效的新技术。在阐述超临界水的物理、化学性质的基础上，介绍了SCWO反应的工作原理和流程，分析总结了世界范围内开展的SCWO环境中设备腐蚀及监测技术等方面的研究动态，提出了我国SCWO技术研究的未来发展方向。     

高级氧化技术在压裂返排液深度处理中的应用

高级氧化技术对油田压裂返排液中难降解有机污染物的深度处理显示出了较好的效果。文章在阐述高级氧化技术处理油田压裂返排液原理的基础上,简要介绍了油田压裂返排液处理方面的几种高级氧化技术:化学氧化、光催化氧化、电催化氧化、Fenton氧化法、湿式空气氧化、超临界水氧化、超声波氧化,重点讨论了高级氧化技术在油田压裂返排液深度处理中的应用情况,并对其在油田压裂返排液处理方面的发展方向进行了展望。     

功率超声应用于有机污染物降解的研究概况

功率超声是一项降解有机污染物的新型技术。本文介绍了功率超声降解有机污染物的原理：声空化理论及功率超声降解过程中导致有机物分解的三个主要机理，即高温热解机理、OH自由基氧化机理以及超临界水氧化机理。并系统地介绍了挥发性及难挥发性有机物应用功率超声降解时，在不同降解机理影响下的处理效果。文章同时介绍了影响超声降解的一些重要的物理、化学因素。最后提到目前超声降解存在的问题和发展前景。     

城市用水量需求调查、预测及节水对策

目前在各地供水规划工作中，首先需要预测确定供水总量，并且根据供水规划中确定的供水总量决定供水设施规模和建设投资总额，合理地安排供水系统设计工作，同时规划节水的对策与措施。本文针对我国现行的城市供水规划工程规范的使用情况，进行国内外城市供水量现状比较，并结合秦皇岛市的城市供水及城市节水各项措施运用的实际情况，对预测确定供水总量及节水问题，提出讨论和商榷。     

Reconceptualizing water management in Khorezm,Uzbekistan

The Khorezm region is located in the northwest of Uzbekistan, approximately 350 km from the current shore of the Aral Sea. It comprises a large‐scale irrigation system that conveys water from the river Amu Darya to agricultural land cropped mainly with cotton, wheat, and rice. Khorezm's water resources are vulnerable as they depend on upstream developments and are indispensable to rural livelihoods and state budgets. Since water scarcity is expected to increase in the future, sustainable water management is a necessity. Hence, the objectives of the paper are to: (1) conceptualize the distinctive features of water management in Khorezm; (2) provide an integrated analysis of water management by establishing linkages between society, technical infrastructure, and the bio‐physical environment; and (3) make policy and technology recommendations for improved water management. To conceptualize water management in Khorezm, the paper distinguishes three types of practices: formal practices, strategic practices, and discursive practices. Based on these, it presents an analysis of water management on the state water management level, the water user association level, and the farmer and field level. For each level, recommendations are given. The paper concludes that elements of integrated water resources management (IWRM) such as transparency, accountability, participation, and technical efficiency are relevant to improve water management in Khorezm, as elsewhere. In addition, it underlines the need to create legal space for agency and innovation. Technical tools such as models are increasingly important for facilitating transparency and enabling agents to access and make use of information across the management hierarchy.     

MULTIOBJECTWE ALLOCATION OF WATER SHORTAGE IN THE SVARTA RIVER,SWEDEN1

ABSTRACT: A model is proposed for allocation of water shortages among competing water uses in the Svarta River basin in Sweden. The three major competing uses in the basin are hydroelectricity generation, irrigation water supply, and urban water supply. Minor uses that impact upon the allocation are minimum river flow requirements for fishlife and for dilution of treated wastewater, and storage level restrictions for recreation purposes in the main storage facility, Lake Sommen. Analysis of the competing demands on the water are modeled through the method-of-weights multiobjective technique using a deterministic mixed-integer optimization formulation. The (0–1) variables in the formulation are required to synthesize the restricted validity of permits for withdrawal of irrigation water from the river and to simulate the complex operating rules of the major regulation facility on the river. Due to the deterministic nature of the formulation, the model is used on a hydrologic scenario basis. Use of the model is demonstrated by application to the Svarta River.     

塔里木盆地南缘和田地区生活用水地下水质分析

干旱区水资源短缺，生产用水、生态用水与人民群众的生活用水矛盾突出。针对和田地区农村改水的地下饮用水状况的分析和评价，结果表明，地下饮用水的色度、浑浊度以及砷、泵、镉、铬、铅、硝酸盐等超标率均为零。总硬度、Cl^-、SO4^2-及F^-等指标的超标率较高，而这些物质的存在对于水质的理化性状影响较大，并因此而引发人体健康教育改变。和田地区总体饮用I级水的人口数量多，但局部的超标水依然存在。应通过对区域自然地理状况和人文因素的系统研究和科学论证，加强水源保护，改进卫生条件和卫生观念，建立农村饮水监测网，加强系统监测、监督和管理，以保障人民群众安全的生活用水。     

Characterizing Drought in Irrigated Agricultural Systems: The Surface Water Delivery Index (SWDI)

Quantifying surface water shortages in arid and semiarid agricultural regions is challenging because limited water supplies are distributed over long distances based on complex water management systems constrained by legal, economic, and social frameworks that evolve with time. In such regions, the water supply is often derived in a climate dramatically different from where the water is diverted to meet agricultural demand. The existing drought indices which rely on local climate do not portray the complexities of the economic and legal constraints on water delivery. Nor do these indices quantify the shortages that occur in drought. Therefore, this research proposes a methodological approach to define surface water shortages in irrigated agricultural systems using a newly developed index termed the Surface Water Delivery Index (SWDI). The SWDI can be used to uniformly quantify surface water deficits/shortages at the end of the irrigation season. Results from the SWDI clearly illustrate how water shortages in droughts identified by the existing indices (e.g., SPI and PDSI) vary strongly both within and between basins. Some surface water entities are much more prone to water shortages than other entities based both on their source of water supply and water right portfolios.     

Water–energy–greenhouse gas nexus of urban water systems: Review of concepts,state-of-art and methods

Water supply and wastewater services incur a large amount of energy and GHG emissions. It is therefore imperative to understand the link between water and energy as their availability and demand are closely interrelated. This paper presents a literature review and assessment of knowledge gaps related to water–energy–greenhouse gas (GHG) nexus studies in an urban context from an ‘energy for water’ perspective. The review comprehensively surveyed various studies undertaken in various regions of the world and focusing on individual or multiple subsystems of an urban water system. The paper also analyses the energy intensity of decentralized water systems and various water end-uses together with the major tools and models used. A major gap identified from this review is the lack of a holistic and systematic framework to capture the dynamics of multiple water–energy–GHG linkages in an integrated urban water system where centralized and decentralized water systems are combined to meet increased water demand. Other knowledge gaps identified are the absence of studies, peer reviewed papers, data and information on water–energy interactions while adopting a ‘fit for purpose water strategy’ for water supply. Finally, based on this review, we propose a water–energy nexus framework to investigate ‘fit-for-purpose’ water strategy.     

论成都的环境用水和水生态环境建设

本文首次提出环境用水概念，指出水质、水量、水面是环境用水的基本要素。阐述了环境用水对成都城市发展的重要意义。就成都环境用水目前存在的问题提出了解决途径。结合府南河综合整治工程，就成都的水生态环境建设提出建议。     

A SYSTEMS STUDY OF FUTURE GROUNDWATER DEVELOPMENT COSTS IN THE CHICAGO REGION1

The cost of developing groundwater resources in northeastern Illinois from 198cL2020 is estimated for the purpose of providing a basis for comparing alternative sources. Demands for each township in the study area are estimated at 10-year increments and are satisfied, where the supply is sufficient, in such a way as to minimize the cost subject to constraints on supply. Sources of water are two shallow aquifers with known potential yields and a series of deep aquifers treated as a single unit and modeled on a digital computer. For each township the costs of wells, pumps, power and rehabilitation is estimated for each aquifer on a per million gallons of water per day basis. In addition the cost of groundwater treatment necessary to raise the quality to that of treated Lake Michigan water is considered. Raw water costs are found to vary from 2 to 14 cents per 1000 gallons depending upon the depth to the deep aquifer water. Treated water costs vary from 22 to 53 cents per 1000 gallons, the lower costs applying to the largest users because of the economy of scale. It is found that with proper distribution of pumpage there is sufficient water in storage in the deep aquifers to meet groundwater demands through 2020.     

DETERMINING MINIMUM FLOWS AND LEVELS: THE FLORIDA EXPERIENCE1

ABSTRACT: Florida water resources are among the most abundant in the United States, with Florida receiving the second‐highest mean annual rainfall of all states. However, water supply issues have troubled the state due to the highly variable spatial and temporal distributions of water supply and demand, and they are aggravated by the population's preference for settling in coastal regions where freshwater resources are scarce. Historically, the competing issues of water resource development and natural systems protection have placed water management agencies and local governments at odds. In 1997, the Florida Legislature enacted several major changes to Florida water law in an attempt to improve water resource planning and protection. This paper briefly reviews the history of water management in Florida with an emphasis on decisions culminating in the 1997 legislation, which requires the development of minimum flows and levels. Also examined is the impact of the 1997 law on water management. Efforts made to comply with legislative mandates are summarized; these include, to date, establishment of minimum flows and levels on 209 water bodies and budgeting in excess of $1.4 billion for water resource development projects.     

Review of socio-economic drivers of community acceptance and adoption of decentralised water systems

The aim of this paper is to highlight key social and economic drivers crucial to understanding community acceptance and adoption of decentralised water systems. The review focused on social science literature pertaining to alternative forms of household water, with an emphasis on research examining decentralised water acceptance. Researchers consistently reported that most communities were open to alternative water sources for domestic applications; however, this was highly dependent upon the level of personal contact with the water. Acceptance and adoption of alternative water technology, such as decentralised systems, was influenced by risk perception, water culture, and threat perception. Motivational drivers were also identified as potentially influencing adoption of decentralised systems. A clear limitation of the literature was found to be an over-reliance on measuring people's intentions to adopt alternative water systems and building a conceptual understanding of acceptance solely on hypothetical water supply scenarios. Further, within the social science literature there appears to be a skewing towards focusing on acceptance of centralised alternative water, such as recycled and desalinated water systems. Although there are some research outcomes that are generalizable to the decentralised water context, it is clear that there is a significant gap in the knowledge base of social drivers specific to the acceptance of decentralised water systems and the factors contributing to its widespread use. It is recommended that future research focus on examining public attitudes relevant to decentralised water systems, as well as adoption behaviours among current users of these systems. This will assist in developing policies specific to domestic decentralised water use.