This paper includes country level virtual water data in an Environmental Kuznets Curve (EKC) for water pollution. Virtual water accounts for the total amount of water required to produce a good in all stages of production. This paper constructs a water independence index, defined as the water required in domestic production divided by the amount of water required for all imported goods. Results suggest an increase in trade openness and importing water intensive goods may lower water pollution levels. 相似文献
Marginal cost pricing of running water and sewerage services haslong been the default recommendation of economists and natural resource specialists to firms and local governments. However, optimal water rate calculation considering the optimal number ofmeters has not been thoroughly treated in the literature. The socially optimal number of meters crucially depends on the price of water charged by the Water Company. This is because whether or not metering is justified in economic terms will depend on the decline in water consumption and therefore in water production costs. This paper combines the optimal pricing and theoptimal metering issues in one optimization problem. Both in a centralized and in a decentralized way, the optimal number of meters is determined simultaneously with the optimal per unit water rate. The Rateable Value System (RV) (i.e. the Status Quo or benchmark regime) is confronted with Universal Metering (UM),Optimal Metering (OM) and Decentralized Metering (DM) in terms of optimal water rates and the socially optimal number of meters.Except for RV, the results of (UM), (OM) and (DM) all suggest that price should be set equal to marginal cost and that the optimal number of meters will be determined by a functional form combining water, metering costs and water demand characteristics. Conclusions and policy recommendations are drawn from the theoretical analysis. 相似文献
The eastern route of the South-to-North Water Diversion (SNWD-ER) project is a massive-scale interbasin system to transfer water from the Yangtze River to North China. With the infrastructure construction close to completion, the project is now faced with many complicated operations management problem at different levels. The problems are unique in that, on the one hand, the project is expected to be financially self-sustainable by charging water usages, and on the other hand, the water price is regulated for its nature as a social product. One such problem is to achieve a rational water allocation among different users by appropriate pricing schemes. In this paper, we study how to use a two-tier pricing scheme to balance the water allocation by using a Stackelberg game model. From the study, we find that (1) the Stackelberg game always has equilibrium solutions to balance the benefit of every party in the system, which implies that the two-tier pricing scheme can effectively coordinate the water allocation; (2) the two-tier pricing scheme can also result in multiple desirable by-products such as encouraging the implementation of water saving mechanism and giving the local water users certain priority; and (3) the government can adjust the pricing parameters to control and balance the profit of every party. As such we conclude that the two-tier pricing scheme is an effective way that integrates both the government control and market powers to ensure the public interest and the economic benefit, which is suitable for SNWD-ER project. 相似文献
Water shortages and climate change are worldwide issues. Reduction in water leakage in distribution networks as well as the associated energy saving and environmental impacts have recently received increased attention by scientists and water industries. Pressure management has been proposed as a cost-effective approach for reduction in water leakage. This study conducted a real-world water pressure regulation experiment to establish the pressure-leakage relationship in a district metering area (DMA) of the water distribution network in Beijing, China. Results showed that flow into the DMA was sensitive to inlet water pressure. A 5.6 m reduction in inlet pressure (from 38.8 m to 33.2 m) led to an 83 % reduction (12.1 l/s) in minimal night flow, which is a good approximator of leakage. These reductions resulted in 62,633 m3 of water saved every year for every km pipe, as well as associated savings of 1.1?×?106 MJ of energy and 68 t of CO2 equivalent greenhouse gas emissions. The results of this study provide decision makers with advice for reducing leakage in water distribution networks with associated energy and environmental benefits. 相似文献
In developing countries, water distribution systems are designed for continuous water supply (CWS) with peak factor between
2.0 and 3.0. While in practice, water is supplied for restricted hours in the morning and evening hours for various reasons.
One of the assumption is that under intermittent water supply (IWS), water consumption in residential areas is less compared
to CWS. A study was conducted in four Indian cities to evaluate influence of IWS and CWS on domestic water consumption. The
selected water distribution system (WDS) represents specific situation in each city. Water consumption data was repeatedly
collected through water meter readings in all the cities. The same WDS was switched over to CWS for few months with prior
information to the residents. Water consumption was again measured under CWS mode of operation. Statistical analysis of water
consumption was done for all the four cities under both modes of operation. The study indicates that domestic water consumption
depends on adequacy of water supply, under IWS mode of operation. Water consumption do not change appreciably under CWS, if
consumers water demand is satisfied under IWS. 相似文献
Cameroon is blessed with abundant water resources. Rapid population increase, unplanned urbanisation, intensive industrial
and socio-economic development have led to poor and unsustainable management of these resources. Integrated Water Resources
Management (IWRM) is a promising approach in ensuring sustainable management of Cameroon’s water resources. It entails management
of water for various purposes and not for a single purpose which therefore involves different stake holders aiming at achieving
sustainable water resources management. This paper seeks to evaluate recent efforts to implement in IWRM in Cameroon by examining
the institutional framework for IWRM in Cameroon, conditions for the implementation of IWRM and proposes reforms for improving
IWRM in Cameroon. The paper concludes that reforms such as public participation at local council levels, recognition of water
as both an economic and a social good, putting IWRM within the larger context of Integrated Natural Resource Management (INRM)
and the exploitation of mathematical models within hydrological basins will improve IWRM in Cameroon. 相似文献
A novel sensor partitioning placement model is presented to evenly distribute sensors to water distribution systems (WDS) for monitoring leakages and contamination. First, random walk community detection (RWCD) is used to divide WDS into different partitions. Then, an extended period leakage detection (EPLD) model is presented. The total leakage detection and the average time of leakage detection are used as objective functions for pressure sensor placement. Next, the extended period water quality detection (EPWQD) model is presented. The total intrusion detection, the average percentage of clean water, and the average time of water quality detection are used as objective functions for water quality sensor placement. Evolutionary algorithm (EA) modules are applied to optimize the locations of pressure and water quality sensors. Seven networks are employed to verify the practicability of the model. The results show that leakage and intrusion detection rate is up to 85% during 24 h, and the average percentage of clean water is up to 0.9 in these cases. Finally, the model compares the leakage zone identification (LZI) and the water quality sensor placement strategy (WQSPS) models. The total detection number, the total average time of detection, and the total average percentage of clean water have been improved. Therefore, this model is a high-potential way of sensor placement.
Water megaprojects reconfigure the conception and use of desert landscapes. Driven by limited water resources, increasing demand and growing populations, projects are framed by statements of water delivered, end-users served and local benefits. Decision-making processes, socio-economic costs and environmental implications receive less attention. Research examines the motivations involved and evaluates the challenges of water megaprojects in deserts, including the Great Manmade River (Libya), the South-to-North Water Transfer Scheme (China), the Central Arizona Project (United States) and the Greater Anatolia Project (Turkey), and assesses related projects exemplifying the diversity of water projects in drylands. Their viability and efficacy depends on human motivations and interpretations. 相似文献
A new set of irrigation performance indicators based on remote-sensing estimates of evapotranspiration is introduced. These evapotranspiration indicators are the relative evapotranspiration or crop stress and the water efficiency as well as their uniformity. With a remote-sensing evapotranspiration algorithm (SEBAL) maps of actual crop water consumption are derived. These maps are one of the inputs in the evapotranspiration indicators, together with GIS data (digitized irrigation unit boundaries) and field data (irrigation delivery schedule and water flow). This approach is applied on the Rio Tunuyan irrigation scheme, Mendoza, Argentina, which is served by surface water and privately owned ground water pumps. A homogeneous pattern of actual crop water consumption is detected from the highest irrigation level till the lowest (farm) level (coefficient of variance from 8.6% to 6.1% and 14.0% of secondary, tertiary and pixel level, respectively). Considering that a rotational irrigation schedule at tertiary and farm level is present, the results indicate that ground water supply through extraction and capillary rise equalize the spatial patterns in crop water consumption. The latter is proved by a comparison between (i) the areal water consumption from remote-sensing measurements, (ii) the areal water supply and (iii) additional field information on ground water extraction and capillary rise. 相似文献
Water and energy links have changed considerably over the course of the centuries. Since ancient times water has been used in Lithuania for domestic needs (preparing meals, thirst slaking and hygienic necessities) and in agriculture for watering plants, etc. When handicrafts and industries began to develop, water power was used for working purposes: to turn the wheels of mills, sawmills' mechanisms and wool-carding workshop equipment and later to generate electricity. The first small hydropower plant started working in 1900. In 1935 there were 96 small hydropower plants or mixed hydrostations from 309 electricity-producing ones. In the Soviet period (1940-90) water and energy links quickly changed and their development on a large scale depended on the general needs of the Soviet empire. An attempt is made in the paper to discuss briefly the development of water and energy relations in the fields of electricity production, dam quality, water use and wastewater treatment, polder systems and irrigation during the last decade in Lithuania. 相似文献
In Emilia Romagna region (northern Italy), the Water Protection Plan (WPP) — a tool designed to reach the objectives of the
Water Framework Directive — established different measures to achieve a good quantitative status of water bodies. The objective
of this study is to evaluate the combined economic, agronomic and environmental impacts of four measures of the WPP on the
“Renana” reclamation and irrigation scheme, and to quantify the water conservation in agriculture under the uncertainty of
water availability. To this purpose, a mathematical stochastic model able to represent uncertainty in water availability was
designed and implemented. Some data were collected from farms, and local sources were used as well to test the model. Each
analyzed measure was simulated in a single scenario, and subsequently combined with other measures. The performed simulations
are the following: application of volumetric water pricing (Scenario WFD1), awarding incentives for farmers to improve on-farm
irrigation efficiency (Scenario WFD2a), combination of WFD1 and WFD2a (Scenario WFD2b), reduction of water abstraction in
case of water shortage (Scenario WFD3a), combination of WFD1 and WFD3a (Scenario WFD3b), increasing distribution efficiency
in the channel system (Scenario WFD4a) and combination of WFD1 and WFD4a (Scenario WFD4b). Results have shown that scenarios
WFD2a and WFD4a generate a higher income for farmers and produce a positive ecological impact (water use and soil cover) but
tend to increase total water use. Scenarios WFD1 and WFD3a have the opposite effects since they reduce farmers’ income but
decrease water use as well. Only WFD1 could be favorable for the Board governing the scheme (RIB) in terms of economic returns.
Finally, results have shown that combined scenarios WFD2b and WFD4b, respectively, could modify the trade-off between economic
and environmental objectives and could be more effective since they significantly reduce water consumption and minimize losses
in farmers’ income. 相似文献