Supplementary material underlying the publication: Optimal sewer network design with in-line pumping stations

doi:10.4121/e5fbc1a0-c592-438b-96c7-1fe54ec2da38.v1
The doi above is for this specific version of this dataset, which is currently the latest. Newer versions may be published in the future. For a link that will always point to the latest version, please use
doi: 10.4121/e5fbc1a0-c592-438b-96c7-1fe54ec2da38
Datacite citation style:
Saldarriaga, Juan; Herrán, Juana; Coy, Yesid; Higuera, Diego; Gámez, Laura et. al. (2024): Supplementary material underlying the publication: Optimal sewer network design with in-line pumping stations. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/e5fbc1a0-c592-438b-96c7-1fe54ec2da38.v1
Other citation styles (APA, Harvard, MLA, Vancouver, Chicago, IEEE) available at Datacite
Dataset

This dataset corresponds to the supplementary material of the paper Optimal sewer network design with in-line pumping stations. It contains three examples of input data and the final design of 3 networks. The first network is Chicó Sur is a network of 109 pipes with variable topography and variable inflow to the manholes, the second example is Chicó Sur flat which again has 109 pipes and the topography is flat, and finally, the Moeini & Afshar network in this network the length of the pipes is 100 m and the inflows to the manholes is 0.00648 m3/s.

history
  • 2024-05-29 first online, published, posted
publisher
4TU.ResearchData
format
.docx
organizations
Universidad de los Andes, Department of Civil and Environmental Engineering, Water Distribution and Sewerage Systems Research Center (CIACUA);
Universitat Politècnica de València, Department of Hydraulic Engineering and Environment

DATA

files (2)