Technical Papers
Jun 3, 2024

Simulation of Intermittent Water Distribution Networks by EPA-SWMM: Comparing Model Results and Field Experiments

Publication: Journal of Water Resources Planning and Management
Volume 150, Issue 8

Abstract

In this paper, the EPA storm water management model (EPA-SWMM) was used for the simulation of intermittent water distribution systems (WDSs). The model was compared with field data collected during an experimental campaign carried out in the intermittent WDS of a small municipality in southern Italy. In a novel way compared to the literature, the whole cycle of operation of the WDS was simulated, including the filling, the distribution, and the emptying phases of the intermittent network. To improve the description of the hydraulics of the WDS during intermittent water supply, the modeling also included private tanks that are normally interposed between network pipes and end users. Comparison of model results and experimental observations concerned water levels at the reservoirs and pressures at specific nodes of the water distribution network (WDN) during some days of experiments characterized by different water supply modalities and water demand. Globally, the developed model proved capable of simulating correctly the whole cycle of intermittent operation of the WDN with an average RMSE between model and experiments of 0.1 m for water levels and 5.2 m for pressures. Simulations also made it possible to formulate preliminary considerations about equity in water resource distribution among users. The potential and limitations of the study are discussed and suggestions for future research steps made.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, and code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors would like to thank Dr. Adriano Di Francisca for providing data of the water distribution network of Mirabella Imbaccari.

References

Al-Washali, T., S. Sharma, F. Al-Nozaily, M. Haidera, and M. Kennedy. 2019. “Monitoring nonrevenue water performance in intermittent supply.” Water 11 (6): 1220. https://doi.org/10.3390/w11061220.
Andey, S. P., and P. S. Kelkar. 2009. “Influence of intermittent and continuous modes of water supply on domestic water consumption.” Water Resour. Manage. 23 (Sep): 2555–2566. https://doi.org/10.1007/s11269-008-9396-8.
Arregui, F., E. Cabrera Jr., and R. Cobacho. 2007. Integrated water meter management. London: International Water Association.
Cabrera-Bejar, J. A., and V. G. Tzatchkov. 2009. “Inexpensive modeling of intermittent service water distribution networks.” World Environ. Water Resour. Congress 2009 (1): 295–304. https://doi.org/10.1061/41036(342)29.
Campisano, A., A. Gullotta, and C. Modica. 2019. “Using EPA-SWMM to simulate intermittent water distribution systems.” Urban Water J. 15 (10): 925–933. https://doi.org/10.1080/1573062X.2019.1597379.
Campisano, A., A. Gullotta, and C. Modica. 2023. “An expeditious campaign of field experiments for preliminary analysis of the hydraulic behavior of intermittent water distribution networks.” Water 15 (6): 1102. https://doi.org/10.3390/w15061102.
Cobacho, R., F. Arregui, E. Cabrera, and E. Cabrera Jr. 2008. “Private water storage tanks: Evaluating their inefficiencies.” Wat. Prac. Technol. 3 (1): wpt2008025. https://doi.org/10.2166/wpt.2008.025.
Creaco, E., A. Di Nardo, M. Iervolino, and G. Santonastaso. 2022. “High-order global algorithm for the pressure-driven modelling of water distribution networks.” J. Water Resour. Plann. Manage. 148 (3): 04021109. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001524.
Creaco, E., and T. Walski. 2017. “Economic analysis of pressure control for leakage and pipe burst reduction.” J. Water Resour. Plann. Manage. 143 (12): 04017074. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000846.
Criminisi, A., C. M. Fontanazza, G. Freni, and G. La Loggia. 2009. “Evaluation of the apparent losses caused by water meter under-registration in intermittent water supply.” Water Sci. Technol. 60 (9): 2373–2382. https://doi.org/10.2166/wst.2009.423.
De Marchis, M., C. Fontanazza, G. Freni, G. La Loggia, E. Napoli, and V. Notaro. 2011. “Analysis of the impact of intermittent distribution by modelling the network-filling process.” J. Hydroinf. 2011 (13): 358–373. https://doi.org/10.2166/hydro.2010.026.
De Marchis, M., C. M. Fontanazza, G. Freni, G. La Loggia, E. Napoli, and V. Notaro. 2010. “A model of the filling process of an intermittent distribution network.” Urban Water J. 7 (6): 321–333. https://doi.org/10.1080/1573062X.2010.519776.
De Marchis, M., C. M. Fontanazza, G. Freni, B. Milici, and V. Puleo. 2014. “Experimental investigation for local tank inflow model.” Procedia Eng. 89 (Jan): 656–663. https://doi.org/10.1016/j.proeng.2014.11.491.
De Marchis, M., B. Milici, and G. Freni. 2015. “Pressure-discharge law of local tanks connected to a water distribution network: Experimental and mathematical results.” Water 7 (9): 4701–4723. https://doi.org/10.3390/w7094701.
Fuertes-Miquel, V. S., O. E. Coronado-Hernández, D. Mora-Meliá, and P. L. Iglesias-Rey. 2019. “Hydraulic modeling during filling and emptying processes in pressurized pipelines: A literature review.” Urban Water J. 16 (4): 299–311. https://doi.org/10.1080/1573062X.2019.1669188.
Galaitsi, S. E., R. Russell, A. Bishara, J. L. Durant, J. Bogle, and A. Huber-Lee. 2016. “Intermittent domestic water supply: A critical review and analysis of causal-consequential pathways.” Water 8 (7): 274. https://doi.org/10.3390/w8070274.
Giustolisi, O., S. Dragan, and Z. Kapelan. 2008. “Pressure-driven demand and leakage simulation for water distribution networks.” J. Hydraul. Eng. 134 (5): 626–635. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:5(626).
Gottipati, P. V. K., and U. V. Nanduri. 2014. “Equity in water supply in intermittent water distribution networks.” Water Environ. J. 28 (4): 509–515. https://doi.org/10.1111/wej.12065.
Gullotta, A., D. Butler, A. Campisano, E. Creaco, R. Farmani, and C. Modica. 2021a. “Optimal location of valves to improve equity in intermittent water distribution systems.” J. Water Resour. Plann. Manage. 147 (5): 04021016. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001370.
Gullotta, A., A. Campisano, E. Creaco, and C. Modica. 2021b. “A simplified methodology for optimal location and setting of valves to improve equity in intermittent water distribution systems.” Water Resour. Manage. 35 (13): 4477–4494. https://doi.org/10.1007/s11269-021-02962-9.
Liou, C. P., and W. A. Hunt. 1996. “Filling of pipelines with undulating elevation profiles.” J. Hydraul. Eng. 122 (10): 534–539. https://doi.org/10.1061/(ASCE)0733-9429(1996)122:10(534).
Manish, S., and S. G. Buchberger. 2012. “Role of satellite water tanks in intermittent water supply system.” In Proc., World Environmental and Water Resources Congress. Reston, VA: ASCE. https://doi.org/10.1061/9780784412312.096.
Milano, V. 2012. Acquedotti. Guida alla progettazione. Milano, Italy: Hoepli.
Mohan, S., and G. R. Abhijith. 2020. “Hydraulic analysis of intermittent water-distribution networks considering partial-flow regimes.” J. Water Resour. Plann. Manage. 146 (8): 04020071. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001246.
Rossman, L. A. 2000. “EPANET 2 user’s manual.” In Cincinnati: USEPA water supply and water resources division. Washington, DC: National Risk Management Research Laboratory.
Rossman, L. A. 2015. Storm water management model user’s manual Version 5.1. Washington, DC: USEPA.
Rossman, L. A., H. Woo, M. Tryby, F. Shang, R. Junke, and T. Haxton. 2020. EPANET 2.2 user’s manual. Washington, DC: USEPA.
Sarisen, D., V. Koukoravas, R. Farmani, Z. Kapelan, and F. A. Memon. 2022. “Review of hydraulic modelling approaches for intermittent water supply systems.” J. Water Supply Res. Technol. AQUA 71 (12): 1291–1310. https://doi.org/10.2166/aqua.2022.028.
Simukonda, K., R. Farmani, and D. Butler. 2018. “Intermittent water supply systems: Causal factors, problems and solution options.” Urban Water J. 15 (5): 488–500. https://doi.org/10.1080/1573062X.2018.1483522.
Suribabu, C. R., and P. Sivakumar. 2023. “Analysis of intermittent water distribution networks using a dummy emitter device at each demand node.” J. Pipeline Syst. Eng. Pract. 14 (3): 06023003. https://doi.org/10.1061/JPSEA2.PSENG-1222.
Suribabu, C. R., P. Sivakumar, and N. Sivakumar. 2023. “Volume driven analysis for house level water supply assessment in an intermittent water supply system.” ISH J. Hydraul. Eng. 29 (4): 459–467. https://doi.org/10.1080/09715010.2022.2098683.
Thornton, J., and A. Lambert. 2005. “Progress in practical prediction of pressure/leakage, pressure/burst frequency and pressure/consumption relationships.” In Proc., IWA Special Conf. ‘Leakage 2005’. London: IWA Publishing.
Weston, S. L., C. Loubser, H. E. Jacobs, and V. Speight. 2022. “Short-term impacts of the filling transition across elevations in intermittent water supply systems.” Urban Water J. 20 (10): 1482–1491. https://doi.org/10.1080/1573062X.2022.2075764.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 150Issue 8August 2024

History

Received: Sep 29, 2023
Accepted: Mar 8, 2024
Published online: Jun 3, 2024
Published in print: Aug 1, 2024
Discussion open until: Nov 3, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Research Fellow, Dept. of Civil Engineering and Architecture, Univ. of Catania, Viale A. Doria, 6, Catania 95125, Italy (corresponding author). ORCID: https://orcid.org/0000-0003-3782-8015. Email: [email protected]
Alberto Campisano, Ph.D. [email protected]
Professor, Dept. of Civil Engineering and Architecture, Univ. of Catania, Viale A. Doria, 6, Catania 95125, Italy. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share