Optimal design of series of pipes in sewer systems including pumping stations for flat terrains
This paper proposes a methodology for the optimal design of series of sewer pipes including pumping stations. It employs a Shortest Path Algorithm to select the optimal combination of pipe diameters and invert elevations, as well as the optimal pumping features such as the number of pumps, location,...
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| Published in: | Urban water journal Vol. 21; no. 5; pp. 615 - 625 |
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| Main Authors: | , , , |
| Format: | Journal Article |
| Language: | English |
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Abingdon
Taylor & Francis
27.05.2024
Taylor & Francis Ltd |
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| ISSN: | 1573-062X, 1744-9006 |
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| Abstract | This paper proposes a methodology for the optimal design of series of sewer pipes including pumping stations. It employs a Shortest Path Algorithm to select the optimal combination of pipe diameters and invert elevations, as well as the optimal pumping features such as the number of pumps, location, and pumping head. The methodology is intended to be applied to the design of any sewer series. Although these are uncommon in real infrastructure, the study allows an analysis of the effect of pipe roughness, inflows, and pipe length on the total cost of the system and pumping features. The methodology was tested in theoretical series of 10 and 20 pipes as well as in a real series that is part of the sewer system of Bogotá, Colombia. The resulting designs suggested that using smooth pipes and reducing the pumping flow rate would decrease the cost of sewer systems in flat terrain. |
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| AbstractList | This paper proposes a methodology for the optimal design of series of sewer pipes including pumping stations. It employs a Shortest Path Algorithm to select the optimal combination of pipe diameters and invert elevations, as well as the optimal pumping features such as the number of pumps, location, and pumping head. The methodology is intended to be applied to the design of any sewer series. Although these are uncommon in real infrastructure, the study allows an analysis of the effect of pipe roughness, inflows, and pipe length on the total cost of the system and pumping features. The methodology was tested in theoretical series of 10 and 20 pipes as well as in a real series that is part of the sewer system of Bogotá, Colombia. The resulting designs suggested that using smooth pipes and reducing the pumping flow rate would decrease the cost of sewer systems in flat terrain. |
| Author | Herrán, Juana Iglesias-Rey, Pedro L. Saldarriaga, Juan Acevedo, Ana |
| Author_xml | – sequence: 1 givenname: Juan orcidid: 0000-0003-1265-2949 surname: Saldarriaga fullname: Saldarriaga, Juan email: jsaldarr@uniandes.edu.co organization: Universidad de los Andes – sequence: 2 givenname: Juana surname: Herrán fullname: Herrán, Juana organization: Universidad de los Andes – sequence: 3 givenname: Ana surname: Acevedo fullname: Acevedo, Ana organization: Universidad de los Andes – sequence: 4 givenname: Pedro L. surname: Iglesias-Rey fullname: Iglesias-Rey, Pedro L. organization: Universitat Politècnica de València |
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| Cites_doi | 10.1088/1742-6596/1973/1/012187 10.1109/IEEM.2013.6962687 10.1111/j.1467-8667.2009.00594.x 10.1080/0305215x.2019.1598983 10.1016/j.advengsoft.2012.05.003 10.1139/l05-121 10.1080/1573062x.2016.1176222 10.1016/j.asej.2016.03.003 10.1080/10286608.2013.820277 10.1061/(ASCE)0733-9372(2009)135:1(17) 10.1007/s11269-012-0084-3 10.2166/wst.2010.241 10.1007/s11269-021-02958-5 10.3390/w12123337 10.1061/(ASCE)0733-9372(2001)127:9(776) 10.3390/w7020546 10.1061/(ASCE)0733-9372(1990)116:5(927) 10.2166/9781780405070 10.1007/s11269-015-1191-8 10.1016/j.scient.2011.12.005 10.1061/(asce)wr.1943-5452.0000942 10.1007/s11269-017-1843-y 10.1016/j.advengsoft.2009.09.009 10.1016/j.apm.2012.09.041 10.1016/j.proeng.2016.07.517 10.1061/(ASCE)WR.1943-5452.0000435 10.2166/hydro.2016.105 |
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| Snippet | This paper proposes a methodology for the optimal design of series of sewer pipes including pumping stations. It employs a Shortest Path Algorithm to select... |
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| SubjectTerms | Algorithms Design Flat terrains Flow rates hydraulic design Methodology optimization Pipes Pumping pumping station Pumping stations series of pipes Sewer pipes Sewer systems shortest path problem |
| Title | Optimal design of series of pipes in sewer systems including pumping stations for flat terrains |
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