Water scarcity: An alternative view and its implications for policy and capacity building

This article focuses on the somewhat ambiguous concept of scarce water, or, more accurately stated, on the rather more ambiguous concept of scarcity. Still today, water scarcity in a region is defined largely in physical terms, typically gallons or cubic metres per capita if a stock or per capita-year if a flow. However useful purely physical measures may be for broad comparisons, they cannot adequately reflect the variety of ways in which human beings use water — neither to their wastefulness when water is perceived as abundant nor to their ingenuity when it is not. This article argues that water scarcity should be defined according to three orders of scarcity that require, respectively, physical, economic and social adaptations. It goes on to demonstrate that perceiving scarcity mainly in physical terms limits opportunities for policy-making and approaches for capacity building.     

Rural industries and water pollution in China

Water pollution from small rural industries is a serious problem throughout China. Over half of all river sections monitored for water quality are rated as being unsafe for human contact, and this pollution is estimated to cost several per cent of GDP. While China has some of the toughest environmental protection laws in the world, the implementation of these laws in rural areas is not effective. This paper explains the reasons for this implementation gap. It argues that the factors that have underpinned the economic success of rural industry are precisely the same factors that cause water pollution from rural industry to remain such a serious problem in China. This means that the control of rural water pollution is not simply a technical problem of designing a more appropriate governance system, or finding better policy instruments or more funding. Instead, solutions lie in changes in the model that underpins rural development in China.     

Policy for management of water resources in Greece

The quantities of water are not distributed uniformly in space and time. Greece compared to some other Mediterranean countries is found in advantageous position regarding the availability of water resources. However, there are regions with great in quantity water reserves and others with intense deficiencies. The management of water resources in Greece is concentrated in the systematic spatiotemporal monitoring and forecast of two basic multidimensional parameters, the availability of water resources and the water demand, as well as, in the implementation of necessary measures for the satisfaction of needs, regarding the fields of economy and environment. This work describes and analyses the existing status of water resources in Greece, as well as, the framework of applied policy. Furthermore, measures and actions for the management of water resources are proposed.     

Overcoming growing water scarcity: Exploring potential improvements in water productivity in India

Improvements in water productivity (WP) are often suggested as one of the alternative strategies for overcoming growing water scarcity in India. This paper explores the potential improvements in WP of food grains at district level, which currently varies between 0.11 and 1.01 kilogram per cubic metre (kg/m³), in the 403 districts that account for 98% of the total production of food grains. The paper first finds the maximum yield function conditional on consumptive water use (CWU) and then explores the potential improvements in WP by: (a) bridging the gap between actual and maximum yield while keeping CWU constant; and (b) changing the maximum yield by adjusting the CWU using supplementary or deficit irrigation. Deficit irrigation in some areas may decrease yield but can increase production if land availability is not a constraint. A large potential exists for bridging the yield gap in irrigated areas with CWU between 300 and 475 mm. Of the 222 districts that fall under this category, a 50% reduction in yield gap alone could increase production by 100 million tonnes (Mt) without increasing CWU. Supplementary irrigation can increase yield and WP in rain‐fed and irrigated areas of 266 and 16 districts with CWU is below 300 mm. Deficit irrigation in irrigated areas of 185 districts with CWU above 475 mm could increase yield, WP and production. Decreasing CWU in irrigated areas with CWU between 425 and 475 mm reduces yield slightly, but if availability of land is not a constraint then the benefits due to water saving and production increases could exceed the cost.     

National water policy: The need for institutional reform

The water policy of the United States of America has evolved over many years from an uncoordinated and often narrowly focused collection of legislative and administrative actions. Unfortunately, these elements are frequently in conflict, with the result that efforts to assure adequate water supplies for the future are ineffective. Water policy reform is urgently needed to preclude a major scale water crisis.The views expressed are those of the author and not necessarily those of the Library of Congress or any member of Congress.     

Environmental and economic impacts of water scarcity and market reform on the Mooki catchment

Over-allocation of irrigation water has led to widespread environmental degradation in the Murray-Darling Basin (MDB) in Australia, prompting discussions of the water efficiency performance of irrigated industries. There is increasing pressure for irrigators to adopt water efficient practices in line with ecologically sustainable principles, especially with current drought conditions. However, there is great uncertainty surrounding the available practices to improve irrigation efficiency from both ecological and economic standpoints. This paper examines the economic and environmental impact of several possible water efficient practices and government policies, using an interdisciplinary approach combining biophysical modelling and economic modelling. This is done for the case-study of the Mooki catchment in the MDB, located in northern New South Wales, Australia.     

Vegetation and carbon sequestration and their relation to water resources in an inland river basin of Northwest China

In the Heihe River Basin in the arid inland area of northwest China, the distribution of water resources in vegetation landscape zones controls the ecosystems. The carbon sequestration capacity of vegetation is analyzed in relation to water resources and vegetation growing conditions. During the last 20 years, the vegetation ecosystems have degenerated in the Heihe River Basin. Simulation using the C-FIX model indicates that, at present, the total amount of NPP of vegetation accounts for about 18.16 TgC, and the average value is 106 gC/m(2)/yr over the whole basin. NPP has generally the highest value in the upperstream mountain area, middlestream artificial oases area, downstream river bank area, alluvial fan and the terminal lake depression where vegetation grows relatively well. The lowest value is found in the vast downstream desert and Gobi area. Protection of vegetation ecosystems and enhancement of carbon sequestration require such inland river basins as the Heihe River Basin to be brought under management in a comprehensive way, taking water as a key, to carry out a rational and efficient allocation and utilization of water resources.     

《水污染防治行动计划》实施的宏观经济影响分析

基于全产业链视角,本文采用投入产出模型定量模拟了《水污染防治行动计划》(以下简称《水十条》)项目实施的社会经济影响.结果表明,《水十条》的实施:①起到了刺激经济发展、促进社会就业的作用,将拉动我国GDP 累计增加56 964 亿元,其中直接贡献占13%,间接贡献占87%;累计增加非农就业岗位398 万人,其中直接贡献占29%,间接贡献占71%.②将拉动环保装备制造、建筑安装、环保技术服务等相关行业的发展,同时通过产业链关联间接带动农林牧渔业、交通运输及仓储业、批发和零售业、专用设备制造业等行业的发展.③在我国环境保护投资仍然严重不足的情况下,加大环保投资有利于带动节能环保产业的发展,促进我国经济战略转型.     

The energy,water, and air pollution implications of tapping China's shale gas reserves

China has laid out an ambitious strategy for developing its vast shale gas reserves. This study developed an input–output based hybrid life-cycle inventory model to estimate the energy use, water consumption, and air emissions implications of shale gas infrastructure development in China over the period 2013–2020, including well drilling and operation, land rig and fracturing fleet manufacture, and pipeline construction. Multiple scenarios were analyzed based on different combinations of well development rates, well productivities, and success rates. Results suggest that 700–5100 petajoules (PJ) of primary energy will be required for shale gas infrastructure development, while the net primary energy yield of shale gas production over 2013–2020 was estimated at 1650–7150 PJ, suggesting a favorable energy balance. Associated emissions of CO₂e were estimated at 80–580 million metric tons, and were primarily attributable to coal-fired electricity generation, fugitive methane, and flaring of methane during shale gas processing and transmission. Direct water consumption was estimated at 20–720 million metric tons. The largest sources of energy use and emissions for infrastructure development were the metals, mining, non-metal mineral products, and power sectors, which should be the focus of energy efficiency initiatives to reduce the impacts of shale gas infrastructure development moving forward.     

Environmental factors in Soviet interbasin water transfer policy

Over 60% of the USSRs river discharge crosses sparsely settled regions and flows into the Arctic Ocean, whereas the most densely settled and economically developed southern regions possess only 12% of surface flow. Consequently, the Soviets perceive an urgent need to redistribute water resources to avoid future shortages. The Soviet government is diligently pursuing development of schemes for the mass transfer of water from northern to southern drainage basins. Because of their grand scale, these could have major, pervasive, and long-term environmental impacts. Although environmental factors were given minimal attention in earlier designs for interbasin water transfers, present proposals are being subjected to thorough, careful, and thoughtful environmental evaluation. The Academy of Sciences and the Hydrometeorological Service as well as several national ministries have been assigned responsibility for evaluating the potential environmental ramifications of alternative schemes including formulation of systems of mathematical models for quantitative estimation of these effects. Indeed, a guiding principle for the development of an acceptable diversion system is that it be environmentally sound. This requires identification and estimation of the magnitude of significant adverse environmental impacts and, where possible, formulation of mitigative measures; reasonable economic-environmental tradeoffs; and a negligible potential for irreversible catastrophic environmental changes. It appears that environmental factors are of major importance in devising Soviet interbasin water transfer policy and that resolution of key environmental questions is to precede implemention of any large-scale water diversion scheme.This is a revised version of a paper delivered at the Ninth Annual Convention of the American Association for the Advancement of Slavic Studies, Washington, D.C., October 13–16, 1977. Environmental Management Vol. 2, No. 6 pp. 567–580     

REGIONAL WATER QUALITY MANAGEMENT BY THE GENERALIZED REDUCED GRADIENT METHOD1

ABSTRACT: A river basin-wide water quality management system is considered. The river receives thermal as well as organic wastes. At-source treatment of these pollutants is imposed to control the basin-wide water quality. The related water quality standards are: the minimum DO concentration, the maximum allowable BOD concentration, the maximum allowable stream temperature, and the allowable rise in stream temperature. The general dynamic mathematical model representing water quality in streams and the thermal effects on BOD and DO concentrations is presented. The model is highly nonlinear in nature. The optimal management problem involving the model is solved by a recently developed nonlinear propgramming technique - the generalized reduced gradient (GRG) method. Comparison of results obtained by the GRG method vs. dynamic programming, and of results using a more realistic mathematical model vs. a simple model are presented. The analysis procedure can be applied to designing new and examining existing water quality programs, and to study the influence of alternate policies and constraints.     

Fuzzy pricing for urban water resources: model construction and application

A rational water price system plays a crucial role in the optimal allocation of water resources. In this paper, a fuzzy pricing model for urban water resources is presented, which consists of a multi-criteria fuzzy evaluation model and a water resources price (WRP) computation model. Various factors affecting WRP are comprehensively evaluated with multiple levels and objectives in the multi-criteria fuzzy evaluation model, while the price vectors of water resources are constructed in the WRP computation model according to the definition of the bearing water price index, and then WRP is calculated. With the incorporation of an operator's knowledge, it considers iterative weights and subjective preference of operators for weight-assessment. The weights determined are more rational and the evaluation results are more realistic. Particularly, dual water supply is considered in the study. Different prices being fixed for water resources with different qualities conforms to the law of water resources value (WRV) itself. A high-quality groundwater price computation model is also proposed to provide optimal water allocation and to meet higher living standards. The developed model is applied in Jinan for evaluating its validity. The method presented in this paper offers some new directions in the research of WRP.     

Cities vs. agriculture: A review of intersectoral water re-allocation

Water demand management, or making better use of the water we have — as opposed to augmenting supply — is increasingly proposed as a way of mitigating water-scarcity problems. Moving water away from agriculture to uses with higher economic value is one of the main measures widely seen as desirable. Sectoral "allocation stress" is seen as resulting from the disproportionate share, and inefficient use of water in the agricultural sector. This apparent misallocation is often attributed to the failure of government to allocate water rationally.
This paper revisits this commonly-accepted wisdom and examines the nature of urban water scarcity, showing the importance of economic and political factors, shaped by incentives to decision-makers, and sometimes compounded by climatic conditions. It shows that cities' growth is not generally constrained by competition with agriculture. In general, rather than using a narrow financial criterion, cities select options that go along the "path of least resistance," whereby economic, social and political costs are considered in conjunction. The question of allocation stress is thus reframed into an inquiry of how transfers effectively occur and can be made more effective.     

Integrated water management of the Brahmaputra basin: Perspectives and hope for regional development

Water is strongly linked with the overall development framework of the Brahmaputra basin. However, the absence of integrated management of Brahmaputra water resources and lack of coordination among the riparian states constitutes an ongoing threat to future development plans within the basin. Brahmaputra's abundant hydropower potential can help give riparian countries a safer energy future that is the key driving force behind the prospect of potential cooperation. This paper analyses the current status of Brahmaputra water resources and identifies the perspectives of riparian countries regarding the development of the Brahmaputra basin. It also identifies the opportunities for cooperation and regional development through integrated water development and management of the Brahmaputra basin. It is essential to develop an integrated water resources management approach involving all riparians to foster regional development and overcome the prospect of severe water conflict along the Brahmaputra basin.     

Processes in Pollution Management: An Australian Model

/ This paper describes a model of the social and institutional processes involved in the solution of major pollution problems from the time they are first identified until they are resolved. The model is empirically demonstrated using four case studies of water and air pollution problems from Sydney, New South Wales, Australia. Each process of the model is quantified by the use of an indicator, e.g., number of articles in newspapers to measure the process "publicconcern," number of pages of text devoted to parliamentary debates to measure the process "political action." The case study data are presented on a time-line graph that shows the duration and magnitude of each process. The paper illustrates three aspects of the solution of major pollution problems: the long time frames involved, the importance of public opinion in initiating the solution process, and the partial nature of solutions-problems may be politically resolved but often a complete solution is not achieved. An understanding of social and institutional processes and time frames will enable planners and policy makers to communicate to the public and politicians the consequences of delay in acting to solve pollution and to direct attention to critical areas to expedite solutions.KEY WORDS: Pollution problems; Management process model; Performance indicators; Air pollution; Water pollution     

Experiences in the water resources development and management for sustainable use in Zimbabwe

Fresh water has become a very topical, emotive and sensitive issue in Zimbabwe following the recent continued droughts in conjunction with lack of finance to expand water resources development. Heated debates have arisen over the availability, allocation, distribution, disbursement and conservation of this precious resource. A great deal of inefficiency has also resulted from Government Ministries or Departments playing all the roles, from policymaking to supply operations. Government authorities often make the mistake of controlling day-to-day management of water and sewage services. In fact, greater accountability results when Government authorities focus on policymaking, establishing regulatory regimes that provide incentives for achieving goals and sanctions for serious failures, while giving sufficient autonomy to entities responsible for investment and operations to control outcomes. It is becoming more and more evident throughout the world that provision of water, as opposed to the planning and allocation of the water resource, should be handled by commercial undertakers. Indeed, Zimbabwe and its neighbours are currently involved with changing the status of their water departments to corporate entities; Botswana, Malawi, Namibia, South Africa and Zambia have already commercialised or are currently in the process of commercialising their freshwater supply services.     

Water resource management in Kabul river basin, eastern Afghanistan

Severe drinking water shortage affects all resident of the Kabul river basin. Two and a half decades of civil war in Afghanistan (it began in late 1978) have resulted in widespread environmental degradation and water resource development throughout the country. The war has already finished and, therefore, water resource management for supplying water is one of the most important tasks for Afghanistan’s government. The Kabul river basin which is the most populated area in the country is located in the eastern part of Afghanistan. This article deals with the water resource properties of the Kabul river basin and also water demand in the important cities of the basin, such as Kabul, the capital and the largest city in the country. Also a few suggestions for providing water for domestic and agriculture purposes in short term, medium time and long term have been discussed.     

Water stress, water transfer and social equity in Northern China--implications for policy reforms

Water stress in Northern China is characterized with major, inefficient irrigation water use and rapidly growing non-agricultural water demands, as well as limited water quantity and declining water quality. Water use in the region is undergoing transfer from agricultural to municipal and industrial sectors. Currently, part of the economic loss and environmental damage due to water stress can be considered as a consequence of water transfer failures, including the current transfers, which hurt farmers' livelihood and income, and the needed transfers, which industry and cities have been waiting for but have not received. This paper starts with a discussion of the causes of water stress in Northern China, which is fundamental to understand the necessity and complexity of agricultural water transfers. Following that, it reviews water transfers in Northern China as a cause for concern over the social stability, economy and environment of the region. Based on an integrated analysis of economic, environmental, fiscal and social implications, this paper begins by identifying critical barriers to smooth water redistribution; and ends with implications for policy reforms, ensuring that farmers can and will save water. It is concluded that the decisions of water reallocation under water stress should be shared by communities at all levels, from the local to the national, to ensure equal access of water, especially the availability of the basic water need for all groups.     

中国城市污水处理及资源化发展的现状与对策

本文从三个方面分析了造成我国水资源短缺的原因,并以大量数据说明我国政府在应对水危机方面取得的一系列成就。同时针对我国面临的水资源短缺问题,提出了相应的对策和措施。     

An eco-environmental water demand based model for optimising water resources using hybrid genetic simulated annealing algorithms. Part II. Model application and results

The present optimisation model described in Part I of this work is applied to optimise water resources in the Haihe river basin, an important basin in north China that covers 31.82 million km². Results show that this optimisation model with the HGSAA solution is feasible and effective in the long-term optimisation of water resource use. It is shown that the combined forecasting method can improve the forecast precision. The results obtained indicate that the mean relative errors of BP and polynomial models are 2.3% and 4.9%, respectively, while that of the combined forecasting method is 1.93% in a case study on the Tumahe River for 2010. The combined forecasting method performs better because it incorporates various forecasting methods. The optimisation results show that both domestic and eco-environmental water demands can satisfy the requirements of the forecasting procedure, and the harmonious indices all exceeded 0.7. The Luanhe River is the most water-scarce sub-basin in the Haihe river basin.