Integrated structural analysis and life cycle assessment of equivalent trench-pipe systems for sewerage
Petit Boix, Anna (Petit Boix) (Universitat Autònoma de Barcelona. Institut de Ciència i Tecnologia Ambientals)
Gabarrell Durany, Xavier (Universitat Autònoma de Barcelona. Departament d'Enginyeria Química, Biològica i Ambiental)
Rieradevall, Joan (Universitat Autònoma de Barcelona. Departament d'Enginyeria Química, Biològica i Ambiental)
Josa Garcia-Tornel, Alejandro (Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica)
Roigé, Núria (Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental)
De la Fuente, Albert (Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental)
Pujadas Álvarez, Pablo (Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental)

Data:	2016
Resum:	The demand for sanitation infrastructures is increasing due to a rise in the urban population. To meet the need for wastewater collection, the construction of sewer networks must comply with a series of technical parameters that indicate whether a solution is feasible or not. Considering that this construction implies a series of environmental impacts, this study coupled a structural analysis of one linear metre of sewer constructive solutions with their life cycle impacts. Different pipe materials (concrete, polyvinylchloride (PVC) and high-density polyethylene (HDPE)) were combined with different trench designs and their environmental performance was assessed using Life Cycle Assessment (LCA). These solutions complied with technical parameters consisting of traffic loads and pavement conditions, among others. Concrete pipes embedded in granular matter result in fewer environmental impacts, such as Global Warming Potential or Cumulative Energy Demand. Further, re-using the excavated soil results in up to 80 % of environmental savings with respect to extracting new materials. Concerning traffic loads and pavement conditions, failures in plastic pipes could be avoided if these are embedded in concrete. Moreover, the environmental impacts of this solution are similar to those resulting from the substitution of pipes that do not comply with the mechanical requirements of the construction site. Therefore, proper planning is needed to provide cities with sewers that are resilient to time and external loads and reduce the urban environmental impacts.
Ajuts:	Ministerio de Educación y Ciencia FPU13/01273
Nota:	Unidad de excelencia María de Maeztu MdM-2015-0552
Drets:	Tots els drets reservats.
Llengua:	Anglès
Document:	Article ; recerca ; Versió acceptada per publicar
Matèria:	Sewer ; Pipe ; Trench ; Construction ; LCA ; Urban design
Publicat a:	Water resources management, Vol. 30 Issue 3 (February 2016) , p. 1117-1130, ISSN 0920-4741

DOI: 10.1007/s11269-015-1214-5

Post-print 27 p, 1.4 MB

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Documents de recerca > Documents dels grups de recerca de la UAB > Centres i grups de recerca (producció científica) > Ciències > Institut de Ciència i Tecnologia Ambientals (ICTA) > Sostenibilitat i Prevenció Ambiental (Sostenipra)
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