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Published in: Water Resources Management 3/2016

01-02-2016

Integrated Structural Analysis and Life Cycle Assessment of Equivalent Trench-Pipe Systems for Sewerage

Authors: Anna Petit-Boix, Núria Roigé, Albert de la Fuente, Pablo Pujadas, Xavier Gabarrell, Joan Rieradevall, Alejandro Josa

Published in: Water Resources Management | Issue 3/2016

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Abstract

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.

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Appendix
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Literature
go back to reference Anders K, Anders A (1997) Environmental assessment of sewage pipes in PVC, PE, PP and concrete (Miljøvurdering af afløbsrør i PVC, PE, PP og beton). DOR/Nordiska Plaströrgruppen, Stock Anders K, Anders A (1997) Environmental assessment of sewage pipes in PVC, PE, PP and concrete (Miljøvurdering af afløbsrør i PVC, PE, PP og beton). DOR/Nordiska Plaströrgruppen, Stock
go back to reference Bizier P (2007) Gravity sanitary sewer design and construction, ASCE 2nd E. ASCE Publications, ASCE Publications Bizier P (2007) Gravity sanitary sewer design and construction, ASCE 2nd E. ASCE Publications, ASCE Publications
go back to reference CPSA. Concrete Pipeline Systems Association (2010) PAS 2050- partial lifecycle assessment. Cradle-to-gate analysis for concrete pipeline. Manhole Ring and Cover Slab CPSA. Concrete Pipeline Systems Association (2010) PAS 2050- partial lifecycle assessment. Cradle-to-gate analysis for concrete pipeline. Manhole Ring and Cover Slab
go back to reference da Silva JL, El Debs MK, Beck AT (2008) Reliability evaluation of reinforced concrete pipes in crack opening limit state. RIEM 1:314–330 da Silva JL, El Debs MK, Beck AT (2008) Reliability evaluation of reinforced concrete pipes in crack opening limit state. RIEM 1:314–330
go back to reference EN 1401-1:2009 Plastic piping systems for non-pressure underground drainage and sewerage. Unplasticized poly(vinyl chloride) (PVC-U). Specifications for pipes, fittings and the system. British Standards Institution EN 1401-1:2009 Plastic piping systems for non-pressure underground drainage and sewerage. Unplasticized poly(vinyl chloride) (PVC-U). Specifications for pipes, fittings and the system. British Standards Institution
go back to reference EN 1916:2002 Concrete pipes and fitting, unreinforced, steel fibre and reinforced. AENOR, Madrid EN 1916:2002 Concrete pipes and fitting, unreinforced, steel fibre and reinforced. AENOR, Madrid
go back to reference Guinée JB, Gorrée M, Heijungs R, Huppes G, Kleijn R, Koning A de, Oers L van, Wegener Sleeswijk A, Suh S, Udo de Haes HA, Bruijn H de, Duin R van HM (2002) Handbook on life cycle assessment. Operational guide to the ISO standards. I: LCA in perspective. IIa: Guide. IIb: Operational annex. III: Scientific background. Kluwer Academic Publishers, ISBN 1-4020-0228-9, Dordrecht, 692 pp. Guinée JB, Gorrée M, Heijungs R, Huppes G, Kleijn R, Koning A de, Oers L van, Wegener Sleeswijk A, Suh S, Udo de Haes HA, Bruijn H de, Duin R van HM (2002) Handbook on life cycle assessment. Operational guide to the ISO standards. I: LCA in perspective. IIa: Guide. IIb: Operational annex. III: Scientific background. Kluwer Academic Publishers, ISBN 1-4020-0228-9, Dordrecht, 692 pp.
go back to reference Hischier R, Weidema B, Althaus H et al (2010) Implementation of life cycle impact assessment methods. Final report ecoinvent v2.2 No. 3. Swiss Centre for Life Cycle Inventories, Dübendorf Hischier R, Weidema B, Althaus H et al (2010) Implementation of life cycle impact assessment methods. Final report ecoinvent v2.2 No. 3. Swiss Centre for Life Cycle Inventories, Dübendorf
go back to reference Hodges SH, Enyart JI (1993) Standard installation. International Conference on Pipeline Infrastructure, Texas Hodges SH, Enyart JI (1993) Standard installation. International Conference on Pipeline Infrastructure, Texas
go back to reference INTRON (1995) Environmental profile and environmental measures of a concrete external sewer [Intron report No. 95027] and Environmental profile and environmental measures of an external sewer of PVC and vitrified clay in comparison to concrete [Intron report No. 95195]. INTRON, Netherlands INTRON (1995) Environmental profile and environmental measures of a concrete external sewer [Intron report No. 95027] and Environmental profile and environmental measures of an external sewer of PVC and vitrified clay in comparison to concrete [Intron report No. 95195]. INTRON, Netherlands
go back to reference ISO (2006) ISO 14040: 2006 Environmental management - Life cycle assessment - Principles and framework ISO (2006) ISO 14040: 2006 Environmental management - Life cycle assessment - Principles and framework
go back to reference Marston A (1930) The theory of external loads on closed conduits in the light of the latest experiments. Bulletin 96. Iowa Engineering Experiments Station, Ames Marston A (1930) The theory of external loads on closed conduits in the light of the latest experiments. Bulletin 96. Iowa Engineering Experiments Station, Ames
go back to reference McGrath TJ, Chambers RE, Sharff PA (1990) Recent trends in installation standards for plastic pipe. Buried plastic pipe technology. ASTM STP 1093:281–293 McGrath TJ, Chambers RE, Sharff PA (1990) Recent trends in installation standards for plastic pipe. Buried plastic pipe technology. ASTM STP 1093:281–293
go back to reference Mendoza J-M, Oliver-Solà J, Gabarrell X, Rieradevall J, Josa A (2012) Planning strategies for promoting environmentally suitable pedestrian pavements in cities. Transp Res Part D: Transp Environ 17:442–450. doi:10.1016/j.trd.2012.05.008 CrossRef Mendoza J-M, Oliver-Solà J, Gabarrell X, Rieradevall J, Josa A (2012) Planning strategies for promoting environmentally suitable pedestrian pavements in cities. Transp Res Part D: Transp Environ 17:442–450. doi:10.​1016/​j.​trd.​2012.​05.​008 CrossRef
go back to reference Moser AP (2001) Buried plastic pipe technology, issue 1093. ASTM International Moser AP (2001) Buried plastic pipe technology, issue 1093. ASTM International
go back to reference Petit-Boix A, Sanjuan-Delmás D, Gasol C et al (2014) Environmental assessment of sewer construction in small to medium sized cities using life cycle assessment. Water Resour Manag 28:979–997. doi:10.1007/s11269-014-0528-z CrossRef Petit-Boix A, Sanjuan-Delmás D, Gasol C et al (2014) Environmental assessment of sewer construction in small to medium sized cities using life cycle assessment. Water Resour Manag 28:979–997. doi:10.​1007/​s11269-014-0528-z CrossRef
go back to reference Petit-Boix A, Sanjuan-Delmás D, Chenel S et al (2015) Assessing the energetic and environmental impacts of the operation and maintenance of Spanish sewer networks from a life-cycle perspective. Water Resour Manag 29:2581–2597. doi:10.1007/s11269-015-0958-2 CrossRef Petit-Boix A, Sanjuan-Delmás D, Chenel S et al (2015) Assessing the energetic and environmental impacts of the operation and maintenance of Spanish sewer networks from a life-cycle perspective. Water Resour Manag 29:2581–2597. doi:10.​1007/​s11269-015-0958-2 CrossRef
go back to reference Peyvandi A, Soroushian P, Jahangirnejad S (2014) Structural design methodologies for concrete pipes with steel and synthetic fiber reinforcement. ACI Struct J 111:83–91 Peyvandi A, Soroushian P, Jahangirnejad S (2014) Structural design methodologies for concrete pipes with steel and synthetic fiber reinforcement. ACI Struct J 111:83–91
go back to reference PRé Consultants (2010) SimaPro 7.2.0. PRé Consultants, Amersfoort PRé Consultants (2010) SimaPro 7.2.0. PRé Consultants, Amersfoort
go back to reference Sanjuan-Delmás D, Petit-Boix A, Gasol C et al (2014) Environmental assessment of different pipelines for drinking water transport and distribution network in small to medium cities: a case from Betanzos, Spain. J Clean Prod 66:588–598. doi:10.1016/j.jclepro.2013.10.055 CrossRef Sanjuan-Delmás D, Petit-Boix A, Gasol C et al (2014) Environmental assessment of different pipelines for drinking water transport and distribution network in small to medium cities: a case from Betanzos, Spain. J Clean Prod 66:588–598. doi:10.​1016/​j.​jclepro.​2013.​10.​055 CrossRef
go back to reference Spangler MG (1941) The structural design of flexible pipe culverts. Bull. 153. Eng. Exp. Stn, Ames Spangler MG (1941) The structural design of flexible pipe culverts. Bull. 153. Eng. Exp. Stn, Ames
go back to reference Swiss Centre for Life Cycle Inventories (2009) ecoinvent database v3.0. Technical report Swiss Centre for Life Cycle Inventories (2009) ecoinvent database v3.0. Technical report
go back to reference Twort AC, Ratnayaka DD, Brandt MJ (2000) Water supply. Butterworth-Heinemann Twort AC, Ratnayaka DD, Brandt MJ (2000) Water supply. Butterworth-Heinemann
go back to reference U.S. Army Corps of Engineers (1998) Engineering and design. Conduits, culverts, and pipes. Engineer Manual 1110-2-2902. Washington, 20314-1000 U.S. Army Corps of Engineers (1998) Engineering and design. Conduits, culverts, and pipes. Engineer Manual 1110-2-2902. Washington, 20314-1000
go back to reference UN. United Nations. Department of economic and social affairs. Population division (2012) World Urbanization Prospects: The 2011 Revision, CD-ROM Edition UN. United Nations. Department of economic and social affairs. Population division (2012) World Urbanization Prospects: The 2011 Revision, CD-ROM Edition
go back to reference UNE 53331:1997 Plastics. Unplastized poly(vinyl chloride) and high and medium density polyethylene (PE) pipes. Criterion for the assessment of pipes for plastics piping systems with car without pressure under external loads. AENOR, Madrid UNE 53331:1997 Plastics. Unplastized poly(vinyl chloride) and high and medium density polyethylene (PE) pipes. Criterion for the assessment of pipes for plastics piping systems with car without pressure under external loads. AENOR, Madrid
go back to reference Viñolas B (2011) Applications and methodology advances in MIVES multicriteria valorations (Aplicaciones y avances de la metodología MIVES en valoraciones multicriterio). Doctoral Thesis. Universitat Politècnica de Catalunya Viñolas B (2011) Applications and methodology advances in MIVES multicriteria valorations (Aplicaciones y avances de la metodología MIVES en valoraciones multicriterio). Doctoral Thesis. Universitat Politècnica de Catalunya
Metadata
Title
Integrated Structural Analysis and Life Cycle Assessment of Equivalent Trench-Pipe Systems for Sewerage
Authors
Anna Petit-Boix
Núria Roigé
Albert de la Fuente
Pablo Pujadas
Xavier Gabarrell
Joan Rieradevall
Alejandro Josa
Publication date
01-02-2016
Publisher
Springer Netherlands
Published in
Water Resources Management / Issue 3/2016
Print ISSN: 0920-4741
Electronic ISSN: 1573-1650
DOI
https://doi.org/10.1007/s11269-015-1214-5

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