Social interaction in water demand management implementation

2005 ◽  
Vol 5 (3-4) ◽  
pp. 295-301
Author(s):  
J.S. Buckle
Keyword(s):  
Social Interaction ◽  
Water Use ◽  
Water Demand ◽  
Water Cycle ◽  
Demand Management ◽  
Community Members ◽  
Water Demand Management ◽  
Education Project ◽  
Broad Concept ◽  
Efficient Water Use

This article describes a successful awareness and education project undertaken in an East Rand township by the Water Cycle Management Section of Rand Water. The Project's focus was to create awareness in the community of the broad concept of water cycle management within an environment and to transfer skills to community members (facilitators) who could then assist in ensuring effective and efficient water use.

Application of the urban water use model for urban water use management purposes

2014 ◽  
Vol 70 (3) ◽  
pp. 407-413 ◽  
Author(s):  
D. Costa dos Santos ◽  
A. Benetti
Keyword(s):  
Strategic Planning ◽  
Water Use ◽  
Water Demand ◽  
Demand Management ◽  
Drainage System ◽  
Water Supply Systems ◽  
Urban Water ◽  
Water Demand Management ◽  
Urban Water Use ◽  
Efficient Water Use

The aim of this work is to present an application of the urban water use (UWU) model, which is a support decision tool to define the best group of efficient water use measures for UWU management purposes. Therefore, the UWU was developed under integrated urban water management (IUWM) and strategic planning principles to promote a systemic approach for decision taking. The IUWM considers the interfaces between water service systems, while by strategic planning it is possible to elaborate a vision to be achieved in future scenarios. Specifically to define the best measure group of efficient water use, the UWU has many alternatives for these measures, which are based on water demand management, decentralized sanitation, ecological sanitation and sustainable urban drainage system philosophies. In this context, the UWU application presented was developed for Seara city, Santa Catarina State, Brazil. In this application a vision and five scenarios were built. The measure groups were composed by greywater systems, filterstrips, water saving devices in buildings, and water loss reduction in water supply systems and wastewater treatment system. In this context the UWU model was applied. The measure group that presented the highest effectiveness was based on the water demand management and decentralized sanitation strategies.

Water demand management - philosophy or implementation?

2004 ◽  
Vol 4 (3) ◽  
pp. 25-32
Author(s):  
J.S. Buckle
Keyword(s):  
Water Demand ◽  
Community Education ◽  
Water Cycle ◽  
Demand Management ◽  
Water Industry ◽  
Water Demand Management ◽  
Management Philosophy ◽  
Leakage Reduction ◽  
Drought Conditions ◽  
African Context

This paper describes the introduction of water demand management in the southern African context. Originally a response to drought conditions, water demand management is now a key element in Rand Water's strategy of water cycle management - a mix of interventions that (holistically and continuously) keep the water industry viable and sustainable. This experience points to awareness and community education programmes being an essential companion to the technical interventions such as leakage reduction measures.

scholarly journals Water Metering Pilot Project: A Case Study of Water Demand Management in the Sultanate of Oman

2006 ◽  
Vol 11 ◽  
pp. 71
Author(s):  
Zaher Khalid Al Suleimani ◽  
Bushra Khalfan Al Wohaibi
Keyword(s):  
Water Resources ◽  
Water Use ◽  
Water Demand ◽  
Groundwater Resources ◽  
Demand Management ◽  
Pilot Project ◽  
Sultanate Of Oman ◽  
Domestic Water ◽  
Water Demand Management ◽  
Water Metering

The Sultanate of Oman is experiencing increased pressure on its groundwater resources. This is mainly due to agricultural enterprises, which consume about 92 % of national water resources, as well as an upsurge in industrial, commercial and domestic water use. The ever-growing population, diversification of economic activities and the ensuing rise in national prosperity have meant an increasing demand for water. This has resulted in a marked depletion of groundwater supplies, intrusion of seawater, and deterioration of ground water quality in the case of the Al Batinah region. A scientific and effective water demand management strategy for the Sultanate is therefore needed. Accordingly, the Ministry of Regional Municipalities, Environment and Water Resources (MRMEWR) have conducted several studies related to water demand management in the agricultural, industrial and domestic sectors. One of these studies was the Water Metering Pilot Project (WMPP), initiated in 1994 with the objective of evaluating patterns of water use on a number of randomly selected farms in the southern Al-Batinah. The results obtained over a period of seven years confirm that water metering alone does not help reduce the quantity pumped. These findings have encouraged other advanced studies on water demand management in industrial, commercial, domestic and agriculture sectors in different areas of the Sultanate. 

Water demand management in Syria: centralized and decentralized views

Water Policy ◽  
2008 ◽  
Vol 10 (6) ◽  
pp. 549-562 ◽  
Author(s):  
M. Salman ◽  
W. Mualla
Keyword(s):  
Water Resources ◽  
Water Use ◽  
Water Demand ◽  
Groundwater Resources ◽  
Demand Management ◽  
Water Markets ◽  
Control Surface ◽  
Management Options ◽  
Water Demand Management ◽  
Available Resources

The countries of the Middle East are characterized by large temporal and spatial variations in precipitation and with limited surface and groundwater resources. The rapid growth and development in the region have led to mounting pressures on scarce resources to satisfy water demands. The dwindling availability of water to meet development needs has become a significant regional issue, especially as a number of countries are facing serious water deficit. Syria is becoming progressively shorter of water as future demand is coming close to or even surpassing available resources. Syria had a population of 18 million in 2002, and its total renewable water resources (TRWR) is estimated around 16 × 109 m3 per year. In other words, the per capita TRWR is less than the water scarcity index (1,000 m3 per person per year) which will make the country experience chronic stress that will hinder its economic development and entail serious degradation. Unfortunately, if water demand at current prices continues to increase in the same way, Syria will experience an alarming deficit between the available resources and the potential needs in the near future. In Syria, until fairly recently, emphasis has been placed on the supply side of water development. Demand management and improvement of patterns of water use has received less attention. The aim was always to augment the national water budget with new water. The most popular way of achieving this aim was to control surface flows by building new dams and creating multi-purpose reservoirs (there are now around 160 dams in Syria with a total capacity of 14 × 109 m3). Irrigation schemes were also built and agricultural activities were expanded greatly to achieve self-sufficiency in essential food products and food security. However, this is no longer achievable with the limited water resources available; water demand is rapidly increasing and easily mobilizable resources have already been exploited. The objective of this paper is to think of different possible ways to manage water demand in the agricultural sector of Syria. It mainly involves two main management options: taxation as a centralized option and water markets as a decentralized one. While water demand management refers to improving both productive and allocative efficiency of water use, this paper focuses on two allocative measures (taxation and water markets) and does not thoroughly cover productive measures such as rehabilitation and upgrading of irrigation schemes or improving operation. However, the paper does not attempt to settle the question for or against each option but tries to find some elements to determine under which conditions the option can lead to expected outcomes taking into account the history of management and the local conditions in Syria: political, social and economical. The paper also looks at other alternatives such as cooperative action and lifting subsidies and argues their possible association to the main management options that may help in reducing the difficulties of implementation.

scholarly journals Exploring the Effects of Alternative Water Demand Management Strategies Using an Agent-Based Model

Water ◽  
2019 ◽  
Vol 11 (11) ◽  
pp. 2216 ◽  
Author(s):  
Koutiva ◽  
Makropoulos
Keyword(s):  
Water Demand ◽  
Water Cycle ◽  
Demand Management ◽  
Management Strategies ◽  
Stress Factors ◽  
Urban Water ◽  
Water Demand Management ◽  
Agent Based ◽  
Management Measures ◽  
Alternative Water

Integrated urban water management calls for tools that can analyze and simulate the complete cycle including the physical, technical, and social dimensions. Scientific advances created simulation tools able to simulate the urban water cycle as realistically as possible. However, even these tools cannot effectively simulate the social component and quantify how behaviors are shaped by external stress factors, such as climate and policies. In this work, an agent-based modeling tool, urban water agents' behavior (UWAB) is used to simulate the water demand behavior of households and how it is influenced by water demand management strategies and drought conditions. UWAB was applied in Athens, Greece to explore the effect of different water demand management strategies to the reliability of the Athens hydrosystem. The results illustrate the usability of UWAB to support decision makers in identifying how “strict” water demand management measures are needed and when and for how long to deploy them in order to alleviate potential water supply issues.

Pressure management in Waitakere City, New Zealand - a case study

2003 ◽  
Vol 3 (1-2) ◽  
pp. 135-141 ◽  
Author(s):  
Z. Pilipovic ◽  
R. Taylor
Keyword(s):  
Water Use ◽  
Water Loss ◽  
Water Cycle ◽  
Demand Management ◽  
Cost Benefit ◽  
Water Shortage ◽  
Design Tool ◽  
Network Computer ◽  
Water Pipeline ◽  
The City

In 1996, as part of Waitakere Council’s Water Cycle Strategy, a pressure standardisation programme to permanently lower the average supply pressure citywide was implemented with the aim of reducing water loss and water use. The experience gained during the 1994/95 Auckland water shortage had confirmed that there was considerable scope to reduce pressures in many areas. Since 1996 water pressures have been reduced in over 60% of the reticulated area of the city, with the average pressure reduced from 710 kPa to 540 kPa. As a result of this programme water loss from the network has been reduced, there has been a reduction in the frequency of mains breaks and it is likely that the life of water pipeline assets has been extended. Furthermore both pressure and demand management initiatives have reduced per capita water use in the city by more than 10%. A network computer model was used as a design tool to check the network under various pressure regimes and cost benefit analyses were carried out for various design scenarios. Fire sprinkler systems were checked as part of the design process. Minimum service standards were not reduced and in some cases pressures were actually increased. This paper covers the various aspects of the design, the implementation and the results of the pressure standardisation programme.

Elicitation of expert knowledge to develop decision support tools for use in water demand management planning

2007 ◽  
Vol 7 (5-6) ◽  
pp. 53-60
Author(s):  
D. Inman ◽  
D. Simidchiev ◽  
P. Jeffrey
Keyword(s):  
Decision Support ◽  
Water Demand ◽  
Expert Knowledge ◽  
Demand Management ◽  
Decision Processes ◽  
Conservation Strategy ◽  
Influence Diagrams ◽  
Decision Support Tools ◽  
Water Demand Management ◽  
Support Tools

This paper examines the use of influence diagrams (IDs) in water demand management (WDM) strategy planning with the specific objective of exploring how IDs can be used in developing computer-based decision support tools (DSTs) to complement and support existing WDM decision processes. We report the results of an expert consultation carried out in collaboration with water industry specialists in Sofia, Bulgaria. The elicited information is presented as influence diagrams and the discussion looks at their usefulness in WDM strategy design and the specification of suitable modelling techniques. The paper concludes that IDs themselves are useful in developing model structures for use in evidence-based reasoning models such as Bayesian Networks, and this is in keeping with the objectives set out in the introduction of integrating DSTs into existing decision processes. The paper will be of interest to modellers, decision-makers and scientists involved in designing tools to support resource conservation strategy implementation.

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