Anta, J., Suárez, J., Jácome, A., Regueiro-Picallo, M., Puertas, J., Naves, J., Recarey, M. (2018). SEDUNIT Project: Study of the accumulation, erosion and sediment transport of cohesive solids in combined sewer systems, WIT Transactions on Ecology and the Environment, 228, 1-8. https://doi.org/10.2495/WP180011
Arthur, S., Ashley, R., Tait, S., Nalluri, C. (1999). Sediment Transport in Sewers - A Step Towards the Design of Sewers to Control Sediment Problems. In Proceedings of the Institution of Civil Engineers - Water, Maritime and Energy, 9-19. https://doi.org/10.1680/iwtme.1999.31264
ASCE - WEF. (2007). Gravity Sanitary Sewer Design and Construction. ASCE Manuals and Reports on Engineering Practice NO. 60. WEF Manual of Practice No. FD-5. (Segunda). ASCE, Reston, Virginia, USA.
[+]
Anta, J., Suárez, J., Jácome, A., Regueiro-Picallo, M., Puertas, J., Naves, J., Recarey, M. (2018). SEDUNIT Project: Study of the accumulation, erosion and sediment transport of cohesive solids in combined sewer systems, WIT Transactions on Ecology and the Environment, 228, 1-8. https://doi.org/10.2495/WP180011
Arthur, S., Ashley, R., Tait, S., Nalluri, C. (1999). Sediment Transport in Sewers - A Step Towards the Design of Sewers to Control Sediment Problems. In Proceedings of the Institution of Civil Engineers - Water, Maritime and Energy, 9-19. https://doi.org/10.1680/iwtme.1999.31264
ASCE - WEF. (2007). Gravity Sanitary Sewer Design and Construction. ASCE Manuals and Reports on Engineering Practice NO. 60. WEF Manual of Practice No. FD-5. (Segunda). ASCE, Reston, Virginia, USA.
ASCE - WPCF. (1969). Design and construction of sanitary and storm sewers. Manual Rep. No. 9.
ASCE - WPCF. (1982). Gravity Sanitary Sewer Design and Construction. ASCE Manuals and Reports on Engineering Practice NO. 60. WPCF Manual of Practice No. FD-5. ASCE, New York, USA.
Bakalian, A., Wright, A., Otis, R., de Azevedo Netto, J. (1994). Simplified Sewerage: Design Guidelines. Water and Sanitation Report, 7. Washington, DC 20433 USA.
Banasiak, R., Tait, S. (2008). The reliability of sediment transport predictions in sewers: influence of hydraulic and morphological uncertainties, Water Science & Technology, 57(9), 1317-1327, https://doi.org/10.2166/wst.2008.297
Bishop, R. R. (1978). Hydraulic Characteristics of PVC Pipe in Sanitary Sewers (A Report of Field Measurements). Reports. Paper 598. Recuperado de https://digitalcommons.usu.edu/water_rep/598/
Bong, C. H. J. (2014). A Review on the Self-Cleansing Design Criteria for Sewer System. Universiti Malaysia Sarawak UNIMAS E-Journal of Civil Engineering, 5(2), 1-7. https://doi.org/10.33736/jcest.132.2014
British Standards Institution. (2017). BS EN 16933-2:2017. Drain and sewer systems outside buildings - Design. Part 2: Hydraulic design. BSI.
Butler, D., Davies, J. W. (2011). Urban Drainage. 3rd Ed. Taylor & Francis, Ed. Oxon.
Butler, D., Digman, C., Makropoulos, C., Davies, J. W. (2018). Urban Drainage, 4th Ed. Boca Raton, EUA: CRC Press, Taylor and Francis Group.
Butler, D., May, R., Ackers, J. (1996a). Sediment Transport in Sewers, Part 2: Design. In Proceedings of the Institution of Civil Engineers - Water, Maritime and Energy. https://doi.org/10.1680/iwtme.1996.28432
Butler, D., May, R., Ackers, J. (2003). Self-Cleansing Sewer Design Based on Sediment Transport Principles. Journal of Hydraulic Engineering, 129(4), 276-282. https://doi.org/10.1061/(ASCE)0733-9429(2003)129:4(276)
Butler, D., May, R. W. P., Ackers, J. C. (1996b). Sediment transport in sewers, Part 1: Background. Proceedings of the Institution of Civil Engineers - Water, Maritime and Energy, 118(2), 103-112. https://doi.org/10.1680/iwtme.1996.28431
Camp, T. R. (1946). Sewage Works. Sewage Works Journal, 18(1), 3-16.
Ebtehaj, I., Bonakdari, H., Sharifi, A. (2014). Design criteria for sediment transport in sewers based on self-cleansing concept. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 15(11), 914-924, https://doi.org/10.1631/jzus.A1300135
Enfinger, K., Mitchell, P. (2010). Scattergraph Principles and Practice: Evaluating Self-Cleansing in Existing Sewers Using the Tractive Force Method. ADS Environmental Services. https://doi.org/10.1061/41114(371)453
Fair, G. M., Geyer, J. C., Okun, D. A. (1966). Water and Wastewater Engineering. Volume 1 Water Supply and Wastewater Removal. New York, USA: I. John Wiley and Sons, Ed.
Ghani, A. (1993). Sediment Transport in Sewers. PhD Thesis. University of Newcastle Upon Tyne. England. Recuperado de https://www.researchgate.net/publication/271452785_Sediment_transport_in_Sewers
GLUMRB. (2014). Recommended Standards for Wastewater Facilities, A Report of the Wastewater Committee of the Great Lakes - Upper Mississippi River, Board of State and Provincial Public Health and Environmental Managers. Albany, N.Y., USA.
Guzmán, K., La Motta, E. J., McCorquodale, J. A., Rojas, S., Ermogenous, M. (2007). Effect of Biofilm Formation on Roughness Coefficient and Solids Deposition in Small-Diameter PVC Sewer Pipes. Journal of Environmental Engineering, ASCE, 133(4), 364-371. https://doi.org/10.1061/(ASCE)0733-9372(2007)133:4(364)
Haestad Methods, Walski, T. M., Barnard, T. E., Harold, E., Merritt, L. B., Walker, N., Whitman, B. E. (2004). Wastewater collection system modeling and design. Waterbury, CT, USA: Haestad Press.
Hager, W. H. (2010). Wastewater Hydraulics. Theory and Practice, 2nd Ed. Springer. https://doi.org/10.1007/978-3-642-11383-3
Houghtalen, R. J., Akan, A. O., Hwang, N. H. C. (2017). Fundamentals of Hydraulic Engineering Systems. 5th Ed. Pearson.
Mara, D., Sleight, A., Tayler, K. (2001). PC-based Simplified Sewer Design 1st Ed. School of Civil Engineering, University of Leeds, LEEDS LS2 9JT, England. Recuperado de https://assets.publishing.service.gov.uk/media/57a08d4ee5274a31e00017aa/R7535-simplified_sewerage_manual_full.pdf
Melo, J. C. (2005). The Experience of Condominial Water and Sewerage Systems in Brazil: Case Studies from Brasilia, Salvador and Parauapebas. Lima, Perú.
Merritt, L. B. (2009). Tractive Force Design for Sanitary Sewer Self-Cleansing. Journal Of Environmental Engineering, ASCE, 135(12). https://doi.org/10.1061/(ASCE)EE.1943-7870.0000105
Metcalf y Eddy, I. (1981). Wastewater Engineering: Collection and Pumping of Wastewater. (G. Tchobanoglous, Ed.). USA: McGraw-Hill.
Ministerio de Vivienda Ciudad y Territorio. (2012). Reglamento Técnico del Sector de Agua Potable y Saneamiento Básico - RAS, Título D Sistemas de Recolección y Evacuación de Aguas Residuales Domésticas y Aguas Lluvias. 2ª Ed. Bogotá, Colombia.
Nalluri, C., Ghani, A. (1996). Design options for self-cleansing storm sewers. Water Science and Technology, 33(9), 215-220. https://doi.org/10.2166/wst.1996.0214
PVC Pipe Association. (2012). Handbook of PVC Pipe Design and Construction, 5th Ed. Industrial Press, Inc.
Seco I., Gómez-Valentín M., Schellart A. y Tait S. (2014). Erosion resistance and behaviour of highly organic in-sewer sediment, Water Science and Techonology, 69(3), 672-679. https://doi.org/10.2166/wst.2013.761
Shammas, N., Wang, L. K. (2011). Water and wastewater engineering: water supply and wastewater removal, 3rd Ed. USA: John Wiley and Sons Inc.
Sturm, T. W. (2001). Open Channel Hydraulics. Boston, EUA: McGraw Hill, Ed. https://doi.org/10.1115/1.1421122
Trapote-Jaume, A. (2013). Infraestructuras Hidráulico-Sanitarias II. Saneamiento y drenaje urbano. 2ª Ed. Universidad de Alicante.
Vongvisessomjai, N., Tingsanchali, T., Babel M. (2010). Non-deposition design criteria for sewers with part-full flow, Urban Water Journal, 7(1), 61-77. https://doi.org/10.1080/15730620903242824
Yao, K. M. (1974). Sewer line design based on critical shear stress. Journal of the Environmental Engineering Division, 100(2), 507-520.
Yao, K. M. (1976). Functional Design of Sanitary Sewers. Water Pollution Control Federation, 48(7), 1772-1778. Recuperado de http://www.jstor.org/stable/25039066?seq=1#references_tab_contents.
[-]