Log in

Discharge Redistribution as a Key Process for Heuristic Optimization of Energy Production with Pumps as Turbines in a Water Distribution Network

  • Published:
Water Resources Management Aims and scope Submit manuscript

Abstract

Water distribution networks often exhibit excess pressure that could lead to extensive leakage and infrastructure damages. While this problem can be mitigated with pressure reducing valves, the use of micro-turbines offers the additional benefit of harnessing the excess energy for electricity production. However, the efficient placement of turbines in a water distribution network constitutes a complicated optimization problem. The addition of a turbine in a water distribution network induces additional head losses and redistribution of the discharge within the network. This study considers the discharge redistribution as a key process for the maximization of power generation and presents a heuristic methodology based on nonlinear programming. Through an iterative process, pumps as turbines (PATs) are placed in pipes where the discharge has been increased due to previous placements of PATs elsewhere in the network. The suggested heuristic methodology is implemented in a synthetic network and the results are compared to the maximum power production from all possible combinations of PAT positionings in the network. Results show that the suggested methodology reduces considerably the number of combinations to be tested and it approaches satisfactorily the maximum possible power generation. In the synthetic network, the suggested methodology is able to predict almost the maximum possible power production with up to four PATs in the network and at least 87% of the maximum power production when five PATs are in the network. Finally, the suggested methodology is applied successfully to a real-world network, where it is able to identify the optimal location of one and two PATs.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Subscribe and save

Springer+ Basic
EUR 32.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or Ebook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6

Similar content being viewed by others

Data Availability

Data of the real case cannot be shared due to a non-disclosure agreement signed with the water utility in charge of the network. All other data are available.

References

  • Andersson JAE, Gillis J, Horn G, Rawlings JB, Diehl M (2019) CasADi: a software framework for nonlinear optimization and optimal control. Math Program Comput 11:1–36

    Article  Google Scholar 

  • Araujo LS, Ramos H, Coelho ST (2006) Pressure control for leakage minimisation in water distribution systems management. Water Resour Manage 20:133–149

    Article  Google Scholar 

  • Barbarelli S, Amelio M, Florio G (2017) Experimental activity at test rig validating correlations to select pumps running as turbines in microhydro plants. Energy Conversion and Management 149:781–797

  • Coelho B, Andrade-Campos A (2018) Energy recovery in water networks: Numerical decision support tool for optimal site and selection of micro turbines. J Water Resour Plan Manag 144:04018004

    Article  Google Scholar 

  • Corcoran L, McNabola A, Coughlan P (2016) Optimization of water distribution networks for combined hydropower energy recovery and leakage reduction. J Water Resour Plan Manag 142:04015045

    Article  Google Scholar 

  • Fecarotta O, Aricò C, Carravetta A, Martino R, Ramos HM (2015) Hydropower potential in water distribution networks: Pressure control by PATs. Water Resour Manage 29:699–714

    Article  Google Scholar 

  • Fecarotta O, McNabola A (2017) Optimal location of pump as turbines (PATs) in water distribution networks to recover energy and reduce leakage. Water Resour Manage 31:5043–5059

    Article  Google Scholar 

  • Garcia IF, Novara D, McNabola A (2019) A model for selecting the most cost-effective pressure control device for more sustainable water supply networks. Water 11:1297

    Article  Google Scholar 

  • Giugni M, Fontana N, Ranucci A (2014) Optimal location of PRVs and turbines in water distribution systems. J Water Resour Plan Manag 140:06014004

    Article  Google Scholar 

  • Huang Y, Zheng F, Duan H-F, Zhang T, Guo X, Zhang Q (2019) Skeletonizing pipes in series within urban water distribution systems using a transient-based method. J Hydraul Eng 145:04018084

    Article  Google Scholar 

  • Jain SV, Patel RN (2014) Investigations on pump running in turbine mode: a review of the state-of-the-art. Renew Sustain Energy Rev 30:841–868

    Article  Google Scholar 

  • Jowitt PW, Xu C (1990) Optimal valve control in water-distribution networks. J Water Resour Plan Manag 116:455–472

    Article  Google Scholar 

  • Kougias I, Aggidis G, Avellan F, Deniz S, Lundin U, Moro A, Muntean S, Novara D, Pérez-Diaz JI, Quaranta E, Schild P, TheodossiouN (2019) Analysis of emerging technologies in the hydropower sector. Renew Sustain Energy Rev 113:109257

  • Lima GM, Luvizotto E, Brentan BM (2017) Selection and location of Pumps as Turbines substituting pressure reducing valves. Renewable Energy 109:392–405

    Article  Google Scholar 

  • Morani MC, Carravetta A, D’Ambrosio C, Fecarotta O (2021) A new mixed integer non-linear programming model for optimal PAT and PRV location in water distribution networks. Urban Water Journal 18:394–409

    Article  Google Scholar 

  • Muhammetoglu A, Nursen C, Karadirek IE, Muhammetoglu H (2018) Evaluation of performance and environmental benefits of a full-scale pump as turbine system in Antalya water distribution network. Water Sci Technol: Water Supply 18(1):130–141

    Google Scholar 

  • Nguyen KD, Dai PD, Vu DQ, Cuong BM, Tuyen VP, Li P (2020) A MINLP model for optimal localization of pumps as turbines in water distribution systems considering power generation constraints. Water 12:1979

    Article  Google Scholar 

  • Pasha MFK, Weathers M, Smith B (2020) Investigating energy flow in water-energy storage for hydropower generation in water distribution systems. Water Resour Manage 34:1609–1622

    Article  Google Scholar 

  • Perez-Sanchez M, Ferreira AR, López-Jiménez PA, Ramos HM (2018) Design strategy to maximize recovery energy towards smart water grids: Case study. Urban Water Journal 15:329–337

    Article  Google Scholar 

  • Sambito M, Piazza S, Freni G (2021) Stochastic approach for optimal positioning of pumps as turbines (PATs). Sustainability 13:12318

    Article  Google Scholar 

  • Samora I, Franca MJ, Schleiss AJ, Ramos HM (2016) Simulated annealing in optimization of energy production in a water supply network. Water Resour Manage 30:1533–1547

    Article  Google Scholar 

  • Tricarico C, Morley MS, Gargano R, Kapelan Z, Savic D, Santopietro S, Granata F, de Marinis G (2018) Optimal energy recovery by means of pumps as turbines (PATs) for improved WDS management. Water Sci Technol: Water Supply 18:1365–1374

    Google Scholar 

  • Wächter A, Biegler LT (2006) On the implementation of an interior-point filter line-search algorithm for large-scale nonlinear programming. Math Program 106:25–57

    Article  Google Scholar 

  • Walski T (2017) Discussion of optimization of water distribution networks for combined hydropower energy recovery and leakage reduction. J Water Resour Plan Manag 143:07017001

    Article  Google Scholar 

  • Yang SS, Derakhshan S, Kong FY (2012) Theoretical, numerical and experimental prediction of pump as turbine performance. Renewable Energy 48:507–513

Download references

Acknowledgements

We thank Mr. Ralf Friedmann and Markus Justen from Zweckverband für Wasserversorgung Germersheimer Südgruppe for providing the data of the Jockgrim network.

Funding

This work was partly supported by the Fonds de la Recherche Scientifique—FNRS under Grant(s) n°R.8003.18 (IC4WATER—Joint WATER JPI Call 2017) and by the FEDER/UE project Wal-e-Cities.

Author information

Authors and Affiliations

Authors

Contributions

Thomas Pirard: Conceptualization, Methodology, Software, Validation, Formal analysis, Investigation, Writing—Original Draft. Vasileios Kitsikoudis: Writing- Reviewing and Editing, Visualization. Sebastien Erpicum: Writing- Reviewing and Editing, Supervision, Funding acquisition. Michel Pirotton: Supervision. Pierre Archambeau: Conceptualization, Methodology, Software, Validation, Resources, Data Curation, Supervision.Benjamin Dewals: Conceptualization, Methodology, Writing- Reviewing and Editing, Supervision, Project administration, Funding acquisition.

Corresponding author

Correspondence to Thomas Pirard.

Ethics declarations

Consent to Publish

All the authors have approved the submission and consented for publication.

Conflicts of Interest

The authors declare that they have no conflicts of interest.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Supplementary Information

Below is the link to the electronic supplementary material.

Supplementary file1 (DOCX 999 KB)

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Pirard, T., Kitsikoudis, V., Erpicum, S. et al. Discharge Redistribution as a Key Process for Heuristic Optimization of Energy Production with Pumps as Turbines in a Water Distribution Network. Water Resour Manage 36, 1237–1250 (2022). https://doi.org/10.1007/s11269-022-03078-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11269-022-03078-4

Keywords

Navigation