Impact of aging infrastructure on water pressure and quality: Guelma water network simulation

Kherouf Mazouz, R. Mansouri, M. Dorbani
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Abstract

This study employs the Epanet software simulation model to comprehensively model the water distribution system in the burgeoning city of Guelma. The modelling endeavours encompass hydraulic dynamics and water quality assessments. Various hydraulic scenarios, including pressure variations due to aging pipes, were simulated. Assuming a 50% leakage rate, the model highlighted pressure deficiencies at certain network junctures. Moreover, it elucidated that older pipes, characterised by higher roughness coefficients denoted by lower ‘CHW’ values, exacerbate head loss, thus diminishing water pressure. Notably, the study underscores that increasing pipe roughness with age precipitates markedly low-pressure zones, particularly evident during peak demand periods. Consequently, pressure deficits in specific network segments are implicated in the degradation of water quality.
基础设施老化对水压和水质的影响:盖尔马水网模拟
本研究采用 Epanet 软件模拟模型,对圭尔马这座新兴城市的配水系统进行全面建模。建模工作包括水力动态和水质评估。模拟了各种水力情况,包括管道老化导致的压力变化。假设渗漏率为 50%,模型突出显示了某些管网连接处的压力不足。此外,研究还阐明,老化管道的特点是粗糙系数较高,"CHW "值较低,这加剧了水头损失,从而降低了水压。值得注意的是,研究强调,管道粗糙度随着使用年限的增加而增加,从而形成明显的低压区,这在用水高峰期尤为明显。因此,特定管网段的压力不足会导致水质下降。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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