Using the bimonthly water balance of a non-fully monitored water distribution network with seasonal water demand peaks to define its actual NRW level: the case of Kos town, Greece

作者：Kanakoudis V^*; Tsitsifli S

来源：Urban Water Journal, 2014, 11(5): 348-360.

DOI：10.1080/1573062X.2013.806563

• urban water networks
• water balance
• water losses

Water losses in pipe networks are usually the biggest %26apos;water use%26apos; due to the high leakage occurring. The need for conservative water use is today more pressing than ever due to the stressful climate change conditions, forcing water utilities to consider applying effective Non Revenue Water reduction strategies. The assessment of a network%26apos;s current operating status based on the IWA water balance (WB) is a good start. Although IWA suggests the WB to be annually assessed, this is not ideal for networks experiencing seasonal demand peaks, like in Kos town, capital of Kos Island in Greece. The WB for Kos town network was assessed on a bimonthly basis, following the water billing period used by the local water utility. The results revealed that higher real loss rates occur during the lower water demand periods due to the higher operating pressures. The annual WB can not reveal water loss peak timing.

• 出版日期2014