TY - DATA T1 - Supplementary material underlying the publication: Optimal sewer network design with in-line pumping stations PY - 2024/05/29 AU - Juan Saldarriaga AU - Juana Herrán AU - Yesid Coy AU - Diego Higuera AU - Laura Gámez AU - Pedro Iglesias UR - DO - 10.4121/e5fbc1a0-c592-438b-96c7-1fe54ec2da38.v1 KW - optimal sewer network design KW - pumping stations KW - shortest path algorithm N2 -

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.

ER -