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Utilization of a Calibrated Hydraulic Model for Water Supply Optimization

"This study reviews the experience of Maynilad, the Philippines’ water service company, in the application of hydraulic modelling for pressure management and optimisation. Reliability of water supply and pressure is critical in customer service. However, this reliability can be significantly influenced by water supply inefficiencies such as leaks, pipe bursts, fluctuating pressure, and insufficient supply.

Do we need NRW software for operators?

"IWA best practices are very well developed, are used in many projects and many case studies have proved great success. Especially dividing network in DMAs and even simple work with measurement results have caused fast increase of NRW and leakage reduction efficiency in many companies. The operators usually have developed their own methodology for data evaluation in order to prioritize the leakage detection in DMAs with non-acceptable leakage level.

When things go wrong: an oversight in one of the arrows can overturn the result of years

The solution to reducing and sustaining leakage rate in a defined economic level is rather different in utilities around the world. However, the need for the best possible reduction in leakage up to a level compatible with a given OPEX, taking into account the CAPEX applied to apply to any particular problem over short, medium and long term time horizons can be very complex.

The Challenge of Reducing Maynilad's Non-Revenue Water

Non-revenue water (NRW), poses a very big challenge to many water utilities today. Reducing if not totally eliminating non-revenue water remains the primary concern not only in the Philippines and the Asian region but also world-wide, especially in these times where sources of drinking water supply is rapidly declining.

Assessing UFW and Variable Water Rate Impacts, Use and Loss Metrics in a Declining Water Consumption Environment

Water utilities in North America have recently experienced significant downturns in water consumption arising, in large measure, from the economic slowdown and the effectiveness of water efficiency strategies implemented over the last few of years. The information presented in this study of water production, use and loss trends in Ontario Canada, is likely characteristic of many other countries that have experienced a similar recent economic downturn affecting water use.

Field Application of a Financial Model for Optimal NRW Management

"During 2009-2010, RTI International developed and published a financial model which calculates the financially optimum level of Non-Revenue Water (NRW). The model computes a target (under future steady-state conditions) for NRW reduction and control programs, based on site conditions and local costs. The model was presented at IWA Water Loss Specialist Conferences in Cape Town and Sao Paulo and international meetings in Morocco, Uganda, Jordan and the UK.

Comparing Leakage Performance at Zone Level using the Frontier Method

The choice of the most appropriate indicator to use to compare leakage performance between companies or zones has been the focus of much research and study. The IWA Water Loss Task Force made recommendations (Lambert, 2000) about standardising the terminology and the water balance and then went on to show the short comings of some performance measures. It introduced the concept of the unavoidable level of losses and the Infrastructure Leakage Index.

Strategic Planning for Water Loss Reduction with Imprecise Data

Water utilities particularly in the developing countries continue to operate with considerable inefficiencies in terms of water and revenue losses. With increasing water demand and scarcity, utilities require effective strategies for optimum use of available water resources. Often the information needed for strategic planning is inadequate and decisions have to be made on the basis of limited and uncertain data. Whereas decision-makers endeavour to obtain accurate and reliable data, they are often hindered or frustrated by the cost and time needed to collect the data.

Establishing the First Validated Dataset of North American Water Utility Water Audit Data

"The American Water Works Association‟s (AWWA) Water Loss Control Committee (WLCC)assembled in 2011 an initial dataset of Water Audit data from 26 water systems from the United States and Canada. This effort represents the initial phase of a project that ultimately aims to establish North American water industry benchmarks for water loss control, while promoting the use of standardized water loss accounting practices.. In early 2011, the committee embarked upon an effort to collect and validate an initial pool of water utility water audit data.

Pressure-Leakage Relationship Analysis: Manila Water's Practical Way of Establishing Real and Apparent Losses

The Total Non-Revenue Water of DMA’s is basically computed by getting the difference between the System Input Volume measured, and the Total Billed Volume delivered.
Non-Revenue Water = System Input Volume – Revenue Water

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