论河流保护与修复的生态目标

分析了国内外河流保护与修复的相关理论研究和实践进展,指出开展河流保护与修复工作必须首先明确河流生态修复目标。为能够实际指导河流修复和管理,生态保护目标需要量化。介绍了国外以水流情势为核心的河流生态目标量化新方法（DRIFT法）,以及对河流生态保护等级的标准划分。结合我国的具体国情,建议应用“生态支持配置”概念,尽快规划我国河流生态功能分区,设定不同区位的生态保护目标和等级,确定相应的保护水平,分区、分类、分级实施河流保护与修复。     

流域水污染综合防治的生态效益分析

将模糊综合评价和pead生长曲线法引入到流域水污染防治的效益分析当中，建立了流域水污染防治的生态效益分析方法。以云南省寻甸县牛栏江小流域水污染综合防治规划为例，采用模糊数学法对水污染造成的水资源价值损失进行了估算，采用曲线法对水污染综合防治的生态价值进行分析，得刭水资源价值和生态价值分别为2730．3万元／年和491．45万元／年。最后将所有经济效益和费用贴现，计算效费比为3．68。分析结果可知，牛栏江小流域水污染综合防治具有良好的环境效益、经济效益和社会效益。     

长江江苏段岸线利用与港口布局

长江江苏段拥有全长约８３７ｋｍ的士流岸线资源,至１９９７年底,实际利用率超过１７％,位居沿江各省市之首,但同时也存在岸线利用缺乏统一的规划管理,造成部门与部门、地方与部门以及地方与地方之间存在矛盾、港口码头建设政出多门,布点过多、能力过大与结构雷同的重复建设现象突出的重大岸线开放工程缺乏足够的科学论证、带有一定的盲目与随意性等亟待解决的重大问题。因此,尽快制定权威的岸线功能区划和开发利用规划、建立     

Multi-criteria decision analysis in adaptation decision-making: a flood case study in Finland

Decision-making for the purpose of adaptation to climate change typically involves multiple stakeholders, regions and sectors as well as multiple objectives related to the use of resources and perceived benefits. Standard cost–benefit analysis can be argued to take into account easily monetised effects only. Multi-criteria decision analysis (MCDA) embedded in participatory processes can therefore play an important role in defining the decision context and exploring stakeholders’ preferences. In this paper, a case study on flood protection of the Kokemäki river running through the city of Pori in West Finland was conducted. The study was realised as a MCDA workshop involving the key stakeholders of the region. The analysis produced a robust ranking of the considered flood protection alternatives. According to the stakeholders, the approach was useful as an exploratory way of gaining a deeper and shared understanding of the flood protection. It was shown that MCDA is well suited for decision-making in adaptation to climate change–enhanced extreme events.     

Stand-alone hybrid energy system for sustainable development in rural India

Renewable energy system such as solar, wind, small hydro and biogas generators can be used successfully in rural off-grid locations where grid connection is not possible. The main objectives of this study are to examine which configuration is the most cost-effective for the village. One renewable energy model has been developed for supplying electric power for 124 rural households of an off-grid rural village in eastern India. The load demand of the village was determined by the survey work, and the loads were divided into three sub-heads such as primary load I, primary load II and deferred load. Locally available energy sources such as solar radiation and biogas derived from cow dung and kitchen wastes were used as sensitivity variables. This study is unique as it has not considered any diesel generator for supplying unmet electricity to the households; rather it completely depends on locally available renewable resources. Here in this paper, two different models were taken and their cost and environmental benefit were discussed and compared. The net present cost, levelised cost of energy and operating cost for various configurations of models were determined. The minimum cost of energy of $0.476/kWh with lowest net present cost of $386,971 and lowest operating cost ($21,025/year) was found with stand-alone solar–biogas hybrid system.     

Integrated hydrologic–economic decision support system for groundwater use confronting climate change uncertainties in the Tunuyán River basin,Argentina

This study presents an integrated hydrologic–economic model as decision support system for groundwater use and incorporates uncertainties of climate change. The model was developed with the Vensim software (Ventana Systems) for system dynamic simulations. The software permitted the integration of economic variables along with hydrologic variables, in a unified format with the aim of evaluating the economic impacts of climate change on arid environments. To test the model, we applied it in one of the upper Tunuyán River sub-basin, located in the Mendoza Province (Argentina), where irrigation comes from groundwater. The model defines the best mix of crops and the total land use required to maximize the total river sub-basin monetary income, considering as a limit the amount of water that does not exceed the natural annual aquifer recharge. To estimate the impacts of climatic changes, four scenarios were compared: the business as usual (with the number of existing wells) in a dry year with a temperature increase of 4 °C; the business as usual in a wet year with an increase in temperature of 1.1 °C; an efficient use of wells in a dry year and a temperature increase of 4 °C and an efficient use of wells in a wet year with a temperature increase of 1.1 °C. Outputs calculated by the model were: land use per crop, total sub-basin net benefit, total sub-basin water extraction, water extraction limit depending on river discharge and total number of wells required to irrigate the entire area. Preliminary results showed that the number of existing wells exceeded the optimized number of wells required to sustainably irrigate the entire river sub-basin. Results indicated that in an average river discharge year, if wells were efficiently used, further rural development would be possible, until the limit of 350 million m³ of water extraction per year was reached (650 million m³ for a wet year and 180 million m³ for a dry year). The unified format and the low cost of the software license make the model a useful tool for Water Resources Management Institutions, particularly in developing countries.     

Managing the urban environment in a developing country: The Ogunpa river channelization scheme in Ibadan City,Nigeria

A disastrous flood in Ibadan City, Nigeria in April 1978 aroused public interest in the Ogunpa river channelization scheme which had earlier been embarked upon by government. A questionnaire survey of 399 residents near the river was designed to examine three issues: (a) the losses sustained and the people's reaction to and perception of the causes of the flood; (b) their perception of the present and future uses of the river; and (c) their perception of the prospects of the channelization scheme.The results show that about 75% of the respondents were affected by the flood; 41% each lost property worth about N2960.00. Yet, many could not hope to move out of the flood zone mainly because of shortage of residential accomodation in the city. The factors given as being responsible for the flood were poor drainage, heavy rains, refuse disposal in the river, shallowness of the river channel and the unplanned layout of streets and buildings. Indeed, the major use of the river has been as a refuse dump, so that it is heavily polluted. Many respondents would like the river to be reclaimed to alleviate some of the socioeconomic problems confronting them. Recreational use of the river was not much considered. Majority of respondents thought the channelization scheme would bring some benefit. But, they are sceptical about its lasting impact unless it is done within the framework of a comprehensive programme of urban land management and protection and the improvement of living conditions in the city.     

Assessing and selecting interventions for river water quality improvement within the context of population growth and urbanization: a case study of the Cau River basin in Vietnam

In this study, a multi-criteria methodology is proposed to identify and prioritize interventions for water quality improvement with the aid of computer simulation models. The methodology can be used to elaborate and compare future socio-economic development scenarios to select the best interventions based on three criteria: (1) ideas of experts and stakeholders about the importance of scenarios, (2) impacts of each scenario on surface water quality in watershed, and (3) benefit–cost analysis for each scenario. A score is computed for each scenario based on a weighted sum technique which enables to take into consideration different level of importance for the three criteria. The methodology is applied to Cau River basin in Vietnam, with the aid of a computer tool, to assess interventions for river water quality improvement within the context of population growth and urbanization. The results show that fast future population growth in upstream has significant impacts. In 2020, an increase of 116 % of the population in Bac Kan town can lead to an increase of 120 and 135 % in BOD₅ and NH₄ ⁺ median concentrations, respectively, with the implementation of a treatment plant for 10,000 people in Bac Kan town. Therefore, the increase of the domestic wastewater treatment plant’s capacity in Bac Kan town, at least twice as the projection of local government, is necessary. These results will help decision makers to select the best interventions for Cau River basin management.     

流域立法视角下生态流量保障的制度供给--以长江流域为例

生态流量保障的重难点在于流域生态流量不足问题的妥善解决。生态流量不足基于产生的原因可分为“自然型”和“人为型”。“人为型”生态流量不足的根源在于《水法》第4条规定的三生用水关系未得到妥善处理,实质上是水资源分配和管理不合理所致。具体表现为水资源保护理念镶嵌在制度表层、生态流量缺乏核心制度保障、流域规划匮乏强效监督机制、流域水资源分配信息公开不足、末端行政考核制度偏重水质管控、生态用水制度顶层设计与地方实施间落差巨大等。流域立法作为立法体系的中间环节,对上位法具有填补协调功能,对地方立法具有引领指导作用。建议在流域立法过程中,通过制度设计解构流域生态流量保障现存的制度困境,主要包括以下几个方面:一是完成流域特有保护理念到实体制度的转型。二是基于流域生态修复、水资源生态红线管控制度的开展以及有效衔接规划环境影响评价制度的需要,建立生态流量管控指标制度体系不可或缺。三是基于流域规划对三生用水的初始分配性,将生态流量供给纳入流域规划体系中,从水资源分配初始阶段保障生态流量,同时强化流域水资源规划制度的监督机制,健全规划制定的程序性规范,明确科学考察和调查评价人员的构成规则、方式及模式。四是依法加深政府信息公开程度保障公众的知情权、参与权及监督权。五是完善行政考核制度体系强化对生态流量供给的考核。     

上海多自然型河流整治实践与探索

简要介绍上海河流整治的3个发展历程及各阶段的特征,总结了多自然型河流整治过程中基于河流整治的河流形态多样性保护与创建、生态护岸建设、生物多样性培育等技术研究成果,以及基于水质改善的水量水质数值模拟、水环境承载力评价、截污治污、水质修复等技术方法。以工程实例说明,河流形态多样化是创造河流生物生境的基础,生态护岸建设可以营造并促进生物生存环境改善,生物多样性培育可以恢复滨水生态系统,底泥疏浚与截污治污则是水质修复的基础与根本手段,水资源调度有效提高水环境承载能力,生物化学方法加快了水质修复的进程。最后,以多条河流的水质与生物监测结果说明不同技术在上海多自然型河流整治实践中的应用情况。     

基于最小累积阻力模型的江南水乡河网分区保护研究

河网水系是江南水乡重要的自然与历史文化遗产。但近年来,随着城市化进程的快速发展,人类活动对河网的干扰日趋严重,村镇小水体出现大面积填埋,部分地区河网结构趋于简单,非主干河道不断减少。以上海市青浦区为研究区域,采用最小累积阻力模型对河网水系分区保护问题进行探讨,以期为江南水乡风貌保护提供参考。结果显示：（1）河网水系在江南水乡具有明显的廊道效应;（2）青浦区可划分为河网特殊保育区、河网重点保护区、河网风貌保留区、河网生态建设区和河网景观恢复区5个区域,并由此提出具有针对性的水系分区保护方案;（3）最小累积阻力模型在江南水乡河网水系保护方面具有较好的适用性     

Transformation of a lowland river from a meandering and multi-channel pattern into an artificial canal: retracing a path of river channel changes (the Middle Obra River, W Poland)

At the beginning of the nineteenth century, a significant change in sedimentation took place along the middle course of the Obra River (W Poland): a “natural” channel bed was replaced by three artificial canals. Before that time the Obra River bed had been characterized by various river patterns (braided, meandering and disappearing in wetlands). GPR (ground-penetrating radar) surveys and the analysis of satellite and aerial images were carried out to retrace the natural river course near the village of Kopanica. The GPR, ground-truthed with core data, revealed that at least two types of the river pattern had been functioning here before the period of the hydrotechnical works: a large-scale meandering pattern (width-to-depth (w/d) ratio ranging from 15 to 40) and a relatively smaller-scale multi-channel pattern (w/d = 11–22). Possibly, the transformation was caused by forming a series of large floods followed by in-channel aggradation and avulsions. Next, the multi-channel pattern was artificially transformed into the North Obra Canal. This paper discusses possibilities of a creation of network of channels that were active after the construction of the North Obra Canal in the beginning of the nineteenth century. Such intervention would increase natural values of the presented section of the Obra valley. The presented study also shows that a detailed analysis of history and evolution of a given river course is needed before undertaking any restoration works.     

近61年来长江荆南三口水系连通性演变特征

基于1955～2016年不同时期的长江荆南三口水系相关数据,从水系水力连通性强度、水系连通度和水系连通性水平三视角分析研究区水系连通变化过程。结果表明：2016年与1955年相比,（1）区域的水文连通性呈现下降的趋势,但变化幅度不大;(2)水系连通环度α、节点连接率β、水系连通度γ分别减少了45.45%、10.8%、8.46%,节点连接率β下降得最为明显;（3）基于水系自然社会功能的水系连通性（E）和基于水流阻力与水文过程（F）这两种水系连通性评价方法,联合评价了荆南三口水系连通性,两种结果均显示,研究区水系连通性均呈下降趋势,由1955年的0.2367和0.3434依次下降到2016年的0.1588、0.2517。该研究可为该地区实施河湖水系连通工程,修复河流生态系统提供理论参考。     

莱茵河流域综合管理和生态修复模式及其启示

莱茵河是欧洲的重要航道及沿岸国家的供水水源地,对欧洲的社会、政治、经济发展都起着重要作用。19世纪下半叶,莱茵河及其沿岸地区的开发利用造成了严重的环境与生态问题。以保护莱茵河国际委员会为代表,沿岸各国建立协作机制,整治污染,进行生态环境的综合治理。经过数十年的治理过程,如今的莱茵河生机盎然、重现美丽。通过综合介绍莱茵河流域曾经经过的污染、治理、生态恢复过程,针对我国的生态文明建设和长江大保护行动,提出借鉴莱茵河治理模式与发展经验：（1）打造跨部门跨地区的合作平台,建立“长江保护委员会”;（2）加强流域整合管理,明确流域治理目标,制定“长江保护行动计划”;（3）建立生态补偿机制协调流域内各方利益;（4）积极鼓励政府、民众和企业参与,形成保护长江的共识与合力;（5）从源头治理污染,提升水质;（6）建立完整的全流域监测方案;（7）完善生态修复模式,以期对我国长江流域的生态保护与综合管理提供参考。 关键词： 莱茵河;流域管理;生态治理;经验启示     

Evaluation and ranking of restoration strategies for radioactively contaminated sites.

An international project, whose aim was the development of a transparent and robust method for evaluating and ranking restoration strategies for radioactively contaminated sites (RESTRAT), was carried out under the Fourth Framework of the Nuclear Fission Safety Programme of the EU. The evaluation and ranking procedure used was based on the principles of justification and optimisation for radiation protection. A multi-attribute utility analysis was applied to allow for the inclusion of radiological health effects, economic costs and social factors. Values of these attributes were converted into utility values by applying linear utility functions and weighting factors, derived from scaling constants and expert judgement. The uncertainties and variabilities associated with these utility functions and weighting factors were dealt with by a probabilistic approach which utilised a Latin Hypercube Sampling technique. Potentially relevant restoration techniques were identified and their characteristics determined through a literature review. The methodology developed by this project has been illustrated by application to representative examples of different categories of contaminated sites; a waste disposal site, a uranium tailing site and a contaminated freshwater river.     

Once there was a river: a benefit–cost analysis of rehabilitation of the Jordan River

The Jordan River is among the world’s most famous and culturally and historically significant waterways. The lower stretch of the river, however, has been a victim of development in a water scarce region, with current flows less than 5 % of historical levels. Furthermore, as it functions as an international border in a region of conflict, access to the river and its potential as a tourist attraction has been limited. Recently, there have been numerous calls for rehabilitation of the river. This study presents a first estimate of the economic benefits of such rehabilitation and compares them to the estimated costs. Identical contingent valuation method surveys were administered in Israel, Jordan, and the Palestinian Authority. Evidence from this study shows that, despite the large opportunity costs of increasing environmental flows, rehabilitation of the lower Jordan would produce positive net economic benefits. This is true even though the study estimated only the benefits to local populations, and not to international tourists or those outside the region. Net benefits are maximized when taking a regional, as opposed to strictly national, approach.     

富营养浅水湖泊的退化与生态恢复

初步讨论了富营养浅水湖泊的退化现象的造成退化的主要原因，对湖泊生态恢复的目标和对策等问题也作了探讨，以武汉东湖为例，提出以水源保护地为主要功能的富营养浅水胡泊的恢复和整体优化对策，即恢复沉水植被、建立控制面源污染的半自然的人工湿地生态系统，优化水产养殖结构和恢复湖泊生物多样性等。对生物操纵在长江中下游富营养浅水湖泊恢复中的作用也进行了讨论。     

宁波市城区河道水环境综合整治效果评价方法及应用

城市河道水环境综合整治需要科学合理的评价体系来指导和评估整治工作绩效。针对城市河道的水环境特征,采用系统分析和专家调查法建立了城区河道水环境综合整治效果评价的指标体系与数学评价模型,指标体系包括目标层指标1项、准则层指标3项、评价层指标10项以及调查监测指标层15项,共4个层次。将建立的评价方法应用于2012年3~10月宁波市11条城区河道水环境综合整治效果的评价,获得城区河道综合整治效果评分值在48.4~91.4,评价结果可定量描述治理工程取得的环境效果,为城市河道水环境综合整治与定量考核提供依据。     

Search for social justice for the victims of erosion hazard along the banks of river Bhagirathi by hydraulic control: a case study of West Bengal,India

Frequent erosion along the banks of the river Bhagirathi–Hooghly constitutes one of the most important hazards in West Bengal, India. This frequent nature of erosion is induced by hydraulic control by the construction of Farakka Barrage in 1975 and Indo-Bangladesh water sharing treaty of 1977 and 1996. Water sharing treaties result in fluctuating discharge on 10-day scale in the lean period (January–May). The stream discharge variability affects the bank erosion through its impacts on erodibility factors of banks. It has been observed that in the pre-Farakka period bank erosion was huge only during the monsoon months, and rest of the year, there was little or no bank erosion because in the pre-monsoon and post-monsoon periods, the river Bhagirathi received very little or no discharge from the river Ganga. But in the post-Farakka period, the river Bhagirathi received considerable amount of water in variable quantities from the river Ganga, especially in lean period which has steadied the river bank erosion in the year round. It is to mention that benefits of this planning are to survive the port-industrial economy of South Bengal and provision of fresh water for inhabitants of Kolkata. So beneficiaries of this controlled hydrology must have to pay affluent tax for the victims by this project. In this paper, the nature, mechanism and pattern of bank erosion and its impact on socio-economic vulnerability of the people in the selected erosion-prone areas have been depicted. At the end, a search for social justice for the victims has been articulated from the perspective of Pareto-optimal justice.     

Analysis of cost–benefit in life-cycle of plastic solid waste: combining waste flow analysis and life cycle cost as a decision support tool to the selection of optimum scenario

Millions of tons of plastic are consumed annually in the world due to its significant characteristics such as durability, flexibility, and low weight. High consumption has made plastic one of the most important municipal solid waste compounds, the quantity of which has increased in recent decades. Plastic solid wastes are known as a threat to the environment, and its efficient management in various aspects such as cost–benefit requires decision-making tools. This study was assessing the cost–benefit of plastic solid waste management by development of an economic model, and definition of different scenarios to change plastic solid waste management status. The results showed that 8971 tons of plastic solid waste were generated annually in the studied city. The plastic solid wastes were finally transferred to either recycling or landfilling site through 5 identified routes. 83 percent of the total recycled plastic solid waste was due to post-separation routes, and only 7.7 percent of the total plastic solid waste was recycled from the source separation route. The economic comparison of scenarios showed that with the aggregation of post-separation routes, the net revenue of plastic solid waste management increases by 334,000 euro per year while increasing the public participation and the ratio of source separation route raises net revenue by 875,000 euro per year, which was the best economic condition among the scenarios. Using life cycle cost method and it’s respected developed economic model truly satisfied the conditions of both, the current plastic solid waste management and the alternative scenarios, and hence can be adopted as a tool for decision-making.