Systematic methodology and practice of a co-governance program for five waters in a typical area of China

Water Policy ◽  
2015 ◽  
Vol 17 (5) ◽  
pp. 804-814
Author(s):  
Long Xiang ◽  
Guangbai Cui ◽  
Xing Chen ◽  
Qicheng Zhang ◽  
Yongshu Zhu

A co-governance program for five waters (CPFW), including sewage treatment, flood prevention, drainage, water supply and saving, is an innovative concept in water resource management. It includes current and near future system projects and advanced management policies for water utilization and protection. In this paper, the scientific connotation of CPFW is explained by multidisciplinary theory. Based on current guidance and technology, evaluation targets and water management countermeasures are specified. Combining hydraulic engineering and their characteristics, operable approaches for CPFW are suggested for projects' designation and construction. These approaches of CPFW are applied in a typical area. Systematic projects are composed of sewage interception projects, efficient water supply projects and hydraulic projects with ecological engineering. With the guidance of CPFW, all projects are connected together and their integrated benefits are evaluated in water saving, sewage drainage, increase in environmental capacity and ensuring security. The results show the CPFW is valuable and available both in theory and in practice.

1990 ◽  
Vol 22 (7-8) ◽  
pp. 113-121
Author(s):  
W. Maier

In view of the new effluent standards in West Germany, including nitrification and phosphorus elimination, many of the existing sewage treatment plants will have to be rebuilt or expanded. Another demand which will have to be dealt with in the near future is denitrification. Under consideration of the large BOD5-loads which were taken into account when designing the plants, many of them nitrify during the summer or can be easily converted to operate with nitrification. Principles for planning the upgrading of such plants have been laid down in order to achieve the required effluent concentrations. The application of these principles is demonstrated with examples of upgraded plants.


1996 ◽  
Vol 33 (1) ◽  
pp. 89-99 ◽  
Author(s):  
F. Göhle ◽  
A. Finnson ◽  
B. Hultman

Bromma sewage treatment plant in Stockholm is the second largest plant in Stockholm and will in the near future have requirements for nitrogen removal. This means that a higher sludge age must be used in the aeration basin. This may be accomplished by an increase of the sludge concentration up to values until the limiting solids flux is exceeded. Measurement of the sludge blanket level is a possibility for better control of the sedimentation basin. Different measurements were performed to evaluate the main factors influencing the level. Dynamic simulation studies were performed at Bromma sewage treatment plant in Stockholm of the sludge blanket level and the return sludge concentration in a full-scale sedimentation basin. The simulations were performed with the help of a Danish simulation package, EFOR (1992), in which both reactions in the aeration basin (mainly based on the IAWPRC model) and separation processes in the sedimentation basin (both clarification and thickening) can be studied. The thickening model is based on the solids flux theory and the Vesilind formula (1979). Different methods were compared for determination and use of characteristic parameters in the Vesilind formula.


Water ◽  
2021 ◽  
Vol 13 (11) ◽  
pp. 1511
Author(s):  
Jung-Ryel Choi ◽  
Il-Moon Chung ◽  
Se-Jin Jeung ◽  
Kyung-Su Choo ◽  
Cheong-Hyeon Oh ◽  
...  

Climate change significantly affects water supply availability due to changes in the magnitude and seasonality of runoff and severe drought events. In the case of Korea, despite high water supply ratio, more populations have continued to suffer from restricted regional water supplies. Though Korea enacted the Long-Term Comprehensive Water Resources Plan, a field survey revealed that the regional government organizations limitedly utilized their drought-related data. These limitations present a need for a system that provides a more intuitive drought review, enabling a more prompt response. Thus, this study presents a rating curve for the available number of water intake days per flow, and reviews and calibrates the Soil and Water Assessment Tool (SWAT) model mediators, and found that the coefficient of determination, Nash–Sutcliffe efficiency (NSE), and percent bias (PBIAS) from 2007 to 2011 were at 0.92, 0.84, and 7.2%, respectively, which were “very good” levels. The flow recession curve was proposed after calculating the daily long-term flow and extracted the flow recession trends during days without precipitation. In addition, the SWAT model’s flow data enables the quantitative evaluations of the number of available water intake days without precipitation because of the high hit rate when comparing the available number of water intake days with the limited water supply period near the study watershed. Thus, this study can improve drought response and water resource management plans.


Author(s):  
Sanford V. Berg

Organizations regulating the water sector have major impacts on public health and the sustainability of supply to households, industry, power generation, agriculture, and the environment. Access to affordable water is a human right, but it is costly to produce, as is wastewater treatment. Capital investments required for water supply and sanitation are substantial, and operating costs are significant as well. That means that there are trade-offs among access, affordability, and cost recovery. Political leaders prioritize goals and implement policy through a number of organizations: government ministries, municipalities, sector regulators, health agencies, and environmental regulators. The economic regulators of the water sector set targets and quality standards for water operators and determine prices that promote the financial sustainability of those operators. Their decisions affect drinking water safety and sanitation. In developing countries with large rural populations, centralized water networks may not be feasible. Sector regulators often oversee how local organizations ensure water supply to citizens and address wastewater transport, treatment, and disposal, including non-networked sanitation systems. Both rural and urban situations present challenges for sector regulators. The theoretical rationale for water-sector regulation address operator monopoly power (restricting output) and transparency, so customers have information regarding service quality and operator efficiency. Externalities (like pollution) are especially problematic in the water sector. In addition, water and sanitation enhance community health and personal dignity: they promote cohesion within a community. Regulatory systems attempt to address those issues. Of course, government intervention can actually be problematic if short-term political objectives dominate public policy or rules are established to benefit politically powerful groups. In such situations, the fair and efficient provision of water and sanitation services is not given priority. Note that the governance of economic regulators (their organizational design, values or principles, functions, and processes) creates incentives (and disincentives) for operators to improve performance. Related ministries that provide oversight of the environment, health and safety, urban and housing issues, and water resource management also influence the long-term sustainability of the water sector and associated health impacts. Ministries formulate public policy for those areas under their jurisdiction and monitor its implementation by designated authorities. Ideally, water-sector regulators are somewhat insulated from day-to-day political pressures and have the expertise (and authority) to implement public policy and address emerging sector issues. Many health issues related to water are caused or aggravated by lack of clean water supply or lack of effective sanitation. These problems can be attributed to lack of access or to lack of quality supplied if there is access. The economic regulation of utilities has an effect on public health through the setting of quality standards for water supply and sanitation, the incentives provided for productive efficiency (encouraging least-cost provision of quality services), setting tariffs to provide cash flows to fund supply and network expansion, and providing incentives and monitoring so that investments translate into system expansion and better quality service. Thus, although water-sector regulators tend not to focus directly on health outcomes, their regulatory decisions determine access to safe water and sanitation.


Author(s):  
A. T. Lennard ◽  
N. Macdonald ◽  
J. Hooke

Abstract. Droughts are a reoccurring feature of the UK climate; recent drought events (2004–2006 and 2010–2012) have highlighted the UK’s continued vulnerability to this hazard. There is a need for further understanding of extreme events, particularly from a water resource perspective. A number of drought indices are available, which can help to improve our understanding of drought characteristics such as frequency, severity and duration. However, at present little of this is applied to water resource management in the water supply sector. Improved understanding of drought characteristics using indices can inform water resource management plans and enhance future drought resilience. This study applies the standardised precipitation index (SPI) to a series of rainfall records (1962–2012) across the water supply region of a single utility provider. Key droughts within this period are analysed to develop an understanding of the meteorological characteristics that lead to, exist during and terminate drought events. The results of this analysis highlight how drought severity and duration can vary across a small-scale water supply region, indicating that the spatial coherence of drought events cannot be assumed.


Water ◽  
2019 ◽  
Vol 11 (12) ◽  
pp. 2542 ◽  
Author(s):  
Mufeng Chen ◽  
Zengchuan Dong ◽  
Wenhao Jia ◽  
Xiaokuan Ni ◽  
Hongyi Yao

The multi-objective optimal operation and the joint scheduling of giant-scale reservoir systems are of great significance for water resource management; the interactions and mechanisms between the objectives are the key points. Taking the reservoir system composed of 30 reservoirs in the upper reaches of the Yangtze River as the research object, this paper constructs a multi-objective optimal operation model integrating four objectives of power generation, ecology, water supply, and shipping under the constraints of flood control to analyze the inside interaction mechanisms among the objectives. The results are as follows. (1) Compared with single power generation optimization, multi-objective optimization improves the benefits of the system. The total power generation is reduced by only 4.09% at most, but the water supply, ecology, and shipping targets are increased by 98.52%, 35.09%, and 100% at most under different inflow conditions, respectively. (2) The competition between power generation and the other targets is the most obvious; the relationship between water supply and ecology depends on the magnitude of flow required by the control section for both targets, and the restriction effect of the shipping target is limited. (3) Joint operation has greatly increased the overall benefits. Compared with the separate operation of each basin, the benefits of power generation, water supply, ecology, and shipping increased by 5.50%, 45.99%, 98.49%, and 100.00% respectively in the equilibrium scheme. This study provides a widely used method to analyze the multi-objective relationship mechanism, and can be used to guide the actual scheduling rules.


Water ◽  
2019 ◽  
Vol 11 (2) ◽  
pp. 346
Author(s):  
Dedi Liu ◽  
Yujie Zeng ◽  
Yue Qin ◽  
Youjiang Shen ◽  
Jiayu Zhang

Due to water supply increase and water quality deterioration, water resources are a critical problem in saltwater intrusion areas. In order to balance the relationship between water supply and water environment requirements, the nexus of water supply-water environment capacity should be well understood. Based on the Saint–Venant system of equations and the convection diffusion equation, the water supply-water environment capacity nexus physical equation is determined. Equivalent reliability is employed to estimate the boundary design water flow, which will then lead to a dynamic nexus. The framework for determining the nexus was then applied to a case study for the Pearl River Delta in China. The results indicate that the water supply-water environment capacity nexus is a declining linear relationship, which is different from the non-salt intrusion and tide-impacted areas. Water supply mainly relies on freshwater flow from upstream, while water environmental capacity is affected by both the design freshwater flow and the water levels at the downstream boundary. Our methods provide a useful framework for the quantification of the physical nexus according to the water quantity and water quality mechanisms, which are useful for freshwater allocation and management in a saltwater intrusion area or the tail area of cascade reservoirs.


1992 ◽  
Vol 26 (7-8) ◽  
pp. 1921-1928
Author(s):  
D. R. Glynn ◽  
W. R. Baker ◽  
C. A. Jones ◽  
J. L. Liesner

During the privatisation of the United Kingdom water and sewerage industry a wide range of important and challenging practical economic issues were encountered, many of which also arise in some form or other throughout the developed and developing worlds. One such issue is the control of the prices charged for public water supply and sewerage, sewage treatment and disposal services. This paper explores some of those issues, analyses how privatisation and regulation have been shaped in order to address them, and, where possible, evaluates performance so far. Where appropriate, examples of how similar issues have been tackled are given for other countries, including the US and France.


1999 ◽  
Vol 40 (3) ◽  
pp. 19-25 ◽  
Author(s):  
E. Salati ◽  
Eneida Salati ◽  
E. Salati

The first studies with constructed wetlands undertaken in Brazil were the result of observations made from the Amazon flood plains. The first attempt to use this capacity to change the quality of the water, in the sense of purification performed in Brazil using constructed wetland systems, was made by Salati et al. (1982) After that, new technologies were developed in a focused attempt to increase the efficiency of the system and reduce investments. Over these 18 years, persuading the Brazilian scientific community as well as the environmental control agencies to give due attention to this kind of research has required endless efforts. Only in recent years have major institutions responsible for sewage treatment and potable water supply been concerned with this type of technology for solving real problems. These institutions are as follows: SABESP (Basic Sanitation Company of São Paulo State), SANEPAR (Sanitation Company of Paraná State) and CESP (Electric Company of São Paulo State). One of the private institutions that has systematically worked in the design and projects of constructed wetlands is the Institute of Applied Ecology. This institution has enhanced and developed a water depuration system based on the purifying capacity of the soil. The wetlands with filtering soils are systems formed by overlapping layers of crushed stone, gravel and soil planted with rice. This technology has been used in sewage treatment and also in water supply systems.


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