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Self-degradation of water quality in distribution networks [articol]

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dc.contributor.author Mirel, Ion
dc.contributor.author Carabeţ, Adrian
dc.contributor.author Martin, Patrick
dc.contributor.author Florescu, Constantin
dc.contributor.author Stăniloiu, Cristian
dc.contributor.author Gîrbaciu, Irina Alina
dc.date.accessioned 2020-03-30T06:56:09Z
dc.date.accessioned 2021-03-01T08:39:11Z
dc.date.available 2020-03-30T06:56:09Z
dc.date.available 2021-03-01T08:39:11Z
dc.date.issued 2011
dc.identifier.citation Mirel, Ion. Self-degradation of water quality in distribution networks. Timişoara: Editura Politehnica, 2011 en_US
dc.identifier.uri http://primo.upt.ro:1701/primo-explore/search?query=any,contains,Self-degradation%20of%20water%20quality%20in%20distribution%20networks&tab=default_tab&search_scope=40TUT&vid=40TUT_V1&lang=ro_RO&offset=0 Link Primo
dc.description.abstract In the paper is investigated the influence of water flow rates through pipelines on drinking water quality in populated areas. Water residence time in networks, for more than seven days in case of buried pipes and two days for above-ground pipes, promotes the development of biochemical systems in case of low (0.5 m/s) and very low flow velocities with detrimental consequences on drinking water quality. In this case the residual chlorine decreases below the allowed technical norm limits in the distribution pipes. The case study was conducted on the distribution network of Timişoara using the EPANET program in which the hydraulic parameters (flow, diameter, velocity, loss of head) are correlated with the water stagnation periods (residents) on pipe sections with residual chlorine allowed at every point of consumption.
dc.description.sponsorship In the paper is investigated the influence of water flow rates through pipelines on drinking water quality in populated areas. Water residence time in networks, for more than seven days in case of buried pipes and two days for above-ground pipes, promotes the development of biochemical systems in case of low (0.5 m/s) and very low flow velocities with detrimental consequences on drinking water quality. In this case the residual chlorine decreases below the allowed technical norm limits in the distribution pipes. The case study was conducted on the distribution network of Timişoara using the EPANET program in which the hydraulic parameters (flow, diameter, velocity, loss of head) are correlated with the water stagnation periods (residents) on pipe sections with residual chlorine allowed at every point of consumption. en_US
dc.language.iso en en_US
dc.publisher Timişoara:Editura Politehnica en_US
dc.relation.ispartofseries Seria hidrotehnică;Tom 56(70), fasc. 1 (2011)
dc.subject Apă potabilă en_US
dc.subject Reţele de distribuţie en_US
dc.subject Calitate en_US
dc.subject Articol en_US
dc.title Self-degradation of water quality in distribution networks [articol] en_US
dc.type Article en_US


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