Optimal Sewer Network Design Including Pumping Stations †
Abstract
:1. Introduction
2. Methodology
2.1. Layout Section
2.2. Hydraulic Design
2.3. Pumping Stations in Sewer Network Design
3. Case Studies
Restrictions
4. Results
5. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Moeini [4] | Chicó Sur [2] | Flattened Chicó [2] | |
---|---|---|---|
Manholes | 81 | 109 | 109 |
Pipes | 144 | 160 | 160 |
Topography | Flat | Variable | Flat |
Pipe length | 100 m | Variable | Variable |
Total flow rate | Constant | Variable | Variable |
Constraint | Value | Condition | Constraint | Value | Condition |
---|---|---|---|---|---|
Minimum diameter | 0.2 m | Minimum velocity | 0.7 m/s | ||
Maximum filling ratio | 0.6 | ||||
0.7 | Maximum velocity | ||||
0.75 | Minimum gradient | 0.003 | |||
0.8 | Minimum depth | 1 m |
Criterion | Construction Cost | Pumps | Location (Manhole) |
---|---|---|---|
Criterion 1 | JPY 1,506,694.51 | 2 | 4, 10 |
Criterion 2 | JPY 1,506,694.51 | 2 | 4, 10 |
Criterion 3 | JPY 2,145,321.12 | 3 | 12, 19, 28 |
Criterion | Construction Cost | Pumps | Location (Manhole) |
---|---|---|---|
Criterion 1 | JPY 25,616,939.11 | 8 | 3, 8, 20, 24, 27, 28, 42, 44 |
Criterion 2 | JPY 25,616,939.11 | 8 | 3, 8, 20, 24, 27, 28, 42, 44 |
Criterion 3 | JPY 1,911,292.69 | 2 | 3, 4 |
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© 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
Share and Cite
Saldarriaga, J.; Herrán, J.; González, M.A.; Coy, Y.; Iglesias-Rey, P.L. Optimal Sewer Network Design Including Pumping Stations. Eng. Proc. 2024, 69, 16. https://doi.org/10.3390/engproc2024069016
Saldarriaga J, Herrán J, González MA, Coy Y, Iglesias-Rey PL. Optimal Sewer Network Design Including Pumping Stations. Engineering Proceedings. 2024; 69(1):16. https://doi.org/10.3390/engproc2024069016
Chicago/Turabian StyleSaldarriaga, Juan, Juana Herrán, María A. González, Yesid Coy, and Pedro L. Iglesias-Rey. 2024. "Optimal Sewer Network Design Including Pumping Stations" Engineering Proceedings 69, no. 1: 16. https://doi.org/10.3390/engproc2024069016