Analysis of the impact of intermittent distribution by modelling the network-filling process

In many countries, users acquire private tanks to reduce their vulnerability to water scarcity. In such conditions, water managers often apply intermittent distribution in order to reduce the water volumes supplied to the users. This practice modifies the hydraulic behaviour of the network and determines competition among users that need to collect enough water resource for their uses. Intermittent distribution is thus responsible for the inequality that can occur among users: those located in advantaged positions of the network are able to obtain water resources soon after the service period begins, while others have to wait much longer, after the network is full. This paper analyses the inequalities that take part when intermittent distribution is applied in water scarcity scenarios. Considering the complexity of the process, the analysis was performed by means of an unsteady numerical model. The model was applied to a real case study which provided interesting insights into the network filling process, helping to highlight the advantaged and disadvantaged areas of the network in different water scarcity scenarios.

[1]  Arthur C. McIntosh,et al.  Asian Water Supplies: Reaching the Urban Poor , 2004 .

[2]  Enrique Cabrera,et al.  Integrated Water Meter Management , 2010 .

[3]  Tiku T. Tanyimboh,et al.  APPRAISAL OF SOURCE HEAD METHODS FOR CALCULATING RELIABILITY OF WATER DISTRIBUTION NETWORKS , 2001 .

[4]  L. S. Reddy,et al.  Analysis of water distribution networks with head-dependent outlets , 1989 .

[5]  R. Cobacho,et al.  PRIVATE WATER STORAGE TANKS: EVALUATING THEIR INEFFICIENCIES , 2008 .

[6]  Jacob Chandapillai,et al.  Realistic Simulation of Water Distribution System , 1991 .

[7]  Gabriele Freni,et al.  Modelling analysis of distribution network filling process during intermittent supply , 2009 .

[8]  Paul Jowitt,et al.  Solution for Water Distribution Systems under Pressure-Deficient Conditions , 2006 .

[9]  Pramod R. Bhave,et al.  Node Flow Analysis Distribution Systems , 1981 .

[10]  Orazio Giustolisi,et al.  Algorithm for Automatic Detection of Topological Changes in Water Distribution Networks , 2008 .

[11]  C. M. Fontanazza,et al.  Evaluation of the apparent losses caused by water meter under-registration in intermittent water supply. , 2009, Water science and technology : a journal of the International Association on Water Pollution Research.

[12]  David H. Marks,et al.  Water Distribution Reliability: Simulation Methods , 1988 .

[13]  Orazio Giustolisi,et al.  Pressure-Driven Demand and Leakage Simulation for Water Distribution Networks , 2008 .

[14]  Jeffery L. Kennington,et al.  Solving the Pipe Network Analysis Problem Using Optimization Techniques , 1978 .

[15]  Gabriele Freni,et al.  Definition of performance indicators for urban water distribution systems in drought conditions , 2008 .

[16]  Gabriele Freni,et al.  Analysis of intermittent supply systems in water scarcity conditions and evaluation of the resource distribution equity indices , 2007 .

[17]  F. Cubillo Impact of end uses knowledge in demand strategic planning for Madrid , 2005 .

[18]  Cesar E. Yñiguez,et al.  Second Water Utilities Data Book: Asian and Pacific Region , 1997 .

[19]  Orazio Giustolisi,et al.  Pipe hydraulic resistance correction in WDN analysis , 2009 .

[20]  P. S. Kelkar,et al.  Influence of Intermittent and Continuous Modes of Water Supply on Domestic Water Consumption , 2009 .

[21]  F. Cubillo Droughts, risk management and reliability , 2004 .

[22]  Chyr Pyng Liou,et al.  Filling of Pipelines with Undulating Elevation Profiles , 1996 .

[23]  Tiku T. Tanyimboh,et al.  A new nodal outflow function for head-dependent modelling of water distribution networks , 2007 .

[24]  Orazio Giustolisi,et al.  Considering Actual Pipe Connections in WDN Analysis , 2010 .

[25]  George Germanopoulos,et al.  A technical note on the inclusion of pressure dependent demand and leakage terms in water supply network models , 1985 .

[26]  Enrico Napoli,et al.  Analisi dei fenomeni di riempimento di reti di distribuzione idrica con il metodo delle caratteristiche. , 2008 .

[27]  Mohammed Ali,et al.  Design of Sustainable Water Distribution Systems in Developing Countries , 2001 .

[28]  Daniele B. Laucelli,et al.  Pressure driven analysis of water distribution networks based on the knowledge of the actual connection to properties , 2009 .

[29]  E Todini,et al.  A more realistic approach to the “extended period simulation” of water distribution networks , 2003 .

[30]  Lars Reuterswärd,et al.  Environmental Problems in an Urbanizing World , 2002 .

[31]  A. Criminisi,et al.  Leak Analysis in Pipeline Systems by Means of Optimal Valve Regulation , 1999 .

[32]  Pramod R. Bhave,et al.  Comparison of Methods for Predicting Deficient-Network Performance , 1996 .