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Volume 10, issue 1 | Copyright

Special issue: Computing and Control for the Water Industry, CCWI 2016

Drink. Water Eng. Sci., 10, 39-44, 2017
https://doi.org/10.5194/dwes-10-39-2017
© Author(s) 2017. This work is distributed under
the Creative Commons Attribution 3.0 License.

Research article 09 Jun 2017

Research article | 09 Jun 2017

Inclusion of tank configurations as a variable in the cost optimization of branched piped-water networks

Nikhil Hooda and Om Damani
Related subject area
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Cited articles
Alperovits, E. and Shamir, U.: Design of optimal water distribution systems, Water Resour. Res., 13, 885–900, 1977.
Bragalli, C., D'Ambrosio, C., Lee, J., Lodi, A., and Toth, P.: On the optimal design of water distribution networks: a practical MINLP approach, Optim. Eng., 13, 219–246, 2012.
GLPK: GNU Linear Programming Kit https://www.gnu.org/software/glpk/ (last access: 1 May 2016), 2017.
Google Maps API Reference: Google Maps JavaScript API V3 Reference, https://developers.google.com/maps/documentation/javascript/reference, last access: 1 May 2016.
Hooda, N., and Damani, O.: A System for Optimal Design of Pressure Constrained Branched Piped Water Networks, 18th Conference on Water Distribution System Analysis, WDSA, 2016.
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Short summary
The cost optimization of piped water networks consists of choosing pipe diameters. Networks also consist of tanks that act as buffers between the source and demand nodes. Typically the tank configuration is done in an ad hoc fashion. It is therefore desirable to also include this tank configuration choice in the cost optimization. We explain why the choice of tank configuration is important in network design and describe a system called JalTantra that aids the designers of piped water networks.
The cost optimization of piped water networks consists of choosing pipe diameters. Networks also...
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