EPANET 2 has been used previously to simulate pressure-deficient operating conditions in
water distribution systems by:(a) executing the algorithm repetitively until convergence is …

Simulation models for water distribution networks are used routinely for many purposes.
Some examples are planning, design, monitoring and control. However, under conditions of …

The efficient and effective management of existing water distribution systems (WDSs) faces
challenges related to aging of infrastructure, population growth, extended urbanization …

Pressure deficient condition occurs in the water distribution network (WDN) when the nodal
demands are in excess of the design discharge as in the case of fire demand, pump failure …

The definition of the relationship between the actual flow delivered by a node of a water
distribution network and the available nodal pressure head is one of most crucial problems …

In China, studies on water supply and water demand balance have received much attention,
but risk between water supply and water demand lacks the same focus. This paper presents …

Residential water demand is a random variable which influences greatly the performance of
municipal water distribution systems (WDSs). The water request at network nodes reflects …

Pipe failures in water distribution systems can have a serious impact and hence it's
important to maintain the condition and integrity of the distribution system. This book …

This study introduces a decision support system for upgrading aged water distribution
mains. The network hydraulics is simulated and evaluated by a hybrid reliability measure …

The increasing scarcity of water is encouraging strategies in water saving and urban water
management systems devoted to reducing natural resource consumption and environmental …