Technical Papers
Sep 18, 2019

Influence of Dead-End Sections of Drinking Water Distribution Networks on Optimization of Booster Chlorination Systems

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Water Resources Planning and Management
Volume 145, Issue 12

Abstract

The impact of implementing an advanced water quality model for simulating the dead-end sections of drinking water distribution networks on the outcomes of booster chlorination optimization is investigated. An advection-dispersion-reaction transport model that accounts for the realistic spatial distribution of water demands along dead-end pipes is linked to a genetic algorithm to find the optimal layout and operation of booster chlorination stations. The objective function is formulated and solved to find the optimal locations and chlorine dosing schedules of the booster stations that minimize the total costs of design and operation of the booster system, while maintaining a sufficient residual throughout the distribution network. The results highlight the importance of considering dispersive solute transport, as well as the excessive residence times encountered in the dead-end branches in the water quality simulations conducted for network optimization problems. While this study addresses the optimization of booster chlorination systems, its implications extend to a wide array of network optimization applications, including pump scheduling for water quality optimization, optimal sensor placement for reactive contaminant detection, and design of real-time boost-response systems.

Get full access to this article

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

Data Availability Statement

Some or all data, models, and/or code generated and/or used during the study are available in a repository or online (https://github.com/aabokifa/WUDESIM).

Acknowledgments

Partial support from the Lucy and Stanley Lopata Endowment and the McDonnell Academy Global Energy and Environmental Partnership (MAGEEP) at Washington University in St. Louis is gratefully acknowledged.

References

Abokifa, A. A., and P. Biswas. 2018. “Optimal placement and operation of booster chlorination stations using an advection-dispersion transport model for chlorine decay in the dead-end pipes.” In Proc., World Environmental and Water Resources Congress, 380–389. Reston, VA: ASCE.
Abokifa, A. A., Y. J. Yang, C. S. Lo, and P. Biswas. 2016a. “Investigating the role of biofilms in trihalomethane formation in water distribution systems with a multicomponent model.” Water Resour. 104 (Nov): 208–219. https://doi.org/10.1016/j.watres.2016.08.006.
Abokifa, A. A., Y. J. Yang, C. S. Lo, and P. Biswas. 2016b. “Water quality modeling in the dead end sections of drinking water distribution networks.” Water Resour. 89 (Feb): 107–117. https://doi.org/10.1016/j.watres.2015.11.025.
Aldama, A. A., V. G. Tzatchkov, and F. I. Arreguin. 1998. “The numerical Green’s function technique for boundary value problems in networks.” WIT Trans. Ecol. Environ. 19 (Aug): 121–130. https://doi.org/10.2495/HY980121.
Axworthy, D. H., and B. W. Karney. 1996. “Modelling low velocity/high dispersion flow in water distribution systems.” J. Water Resour. Plann. Manage. 122 (3): 218–221. https://doi.org/10.1061/(ASCE)0733-9496(1996)122:3(218).
Barbeau, B., V. Gauthier, K. Julienne, and A. Carriere. 2005. “Dead-end flushing of a distribution system: Short and long-term effects on water quality.” J. Water Supply Res. Technol. Aqua 54 (6): 371–383. https://doi.org/10.2166/aqua.2005.0035.
Basha, H. A., and L. N. Malaeb. 2007. “Eulerian-lagrangian method for constituent transport in water distribution networks.” J. Hydraul. Eng. 133 (10): 1155–1166. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:10(1155).
Biswas, P., C. Lu, and R. M. Clark. 1993. “A model for chlorine concentration decay in pipes.” Water Res. 27 (12): 1715–1724. https://doi.org/10.1016/0043-1354(93)90108-T.
Boccelli, D., M. E. Tryby, J. G. Uber, L. A. Rossman, M. L. Zierolf, and M. Polycarpou. 1998. “Optimal scheduling of booster disinfection in water distribution systems.” J. Water Resour. Plann. Manage. 124 (2): 99–111. https://doi.org/10.1061/(ASCE)0733-9496(1998)124:2(99).
Dias, V. C. F., M. C. Besner, and M. Prévost. 2017. “Predicting water quality impact after district metered area implementation in a full-scale drinking water distribution system.” J. Am. Water Works Assoc. 109 (9): 363–380. https://doi.org/10.5942/jawwa.2017.109.0099.
Farina, G., E. Creaco, and M. Franchini. 2014. “Using EPANET for modelling water distribution systems with users along the pipes.” Civ. Eng. Environ. Syst. 31 (1): 36–50. https://doi.org/10.1080/10286608.2013.820279.
Fisher, I., G. Kastl, and A. Sathasivan. 2011. “Evaluation of suitable chlorine bulk-decay models for water distribution systems.” Water Res. 45 (16): 4896–4908. https://doi.org/10.1016/j.watres.2011.06.032.
Galvin, R. 2011. “Eliminate dead-end water.” OPFLOW–AWWA Magazine 37 (11): 20–21. https://doi.org/10.1002/j.1551-8701.2011.tb03112.x.
Gibbs, M., H. Maier, and G. Dandy. 2010. “Comparison of genetic algorithm parameter setting methods for chlorine injection optimization.” J. Water Resour. Plann. Manage. 136 (2): 288–291. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000033.
Hua, P., E. Vasyukova, and W. Uhl. 2015. “A variable reaction rate model for chlorine decay in drinking water due to the reaction with dissolved organic matter.” Water Res. 75 (May): 109–122. https://doi.org/10.1016/j.watres.2015.01.037.
Islam, N., R. Sadiq, and M. J. Rodriguez. 2017. “Optimizing locations for chlorine booster stations in small water distribution networks.” J. Water Resour. Plann. Manage. 143 (7): 04017021. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000759.
Li, Z. 2006. “Network quality modeling with stochastic water demands and mass dispersion.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati.
Li, Z., S. G. Buchberger, and V. Tzatchkov. 2005. “Importance of dispersion in network water quality modeling.” In Proc., World Water and Environmental Resources Congress 2005, 1–12. Reston, VA: ASCE.
Maheshwari, A., A. A. Abokifa, R. D. Gudi, and P. Biswas. 2018. “Co-ordinated, decentralization based optimization of disinfectant dosing in large scale water distribution networks.” J. Water Resour. Plann. Manage. 144 (10): 04018066. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000979.
Mala-Jetmarova, H., N. Sultanova, and D. Savic. 2017. “Lost in optimisation of water distribution systems? A literature review of system operation.” Environ. Modell. Software 93 (Jul): 209–254. https://doi.org/10.1016/j.envsoft.2017.02.009.
Menapace, A., D. Avesani, M. Righetti, A. Bellin, and G. Pisaturo. 2018. “Uniformly distributed demand EPANET extension.” Water Resour. Manage. 32 (6): 2165–2180. https://doi.org/10.1007/s11269-018-1924-6.
Munavalli, G. R., and M. S. M. Kumar. 2003. “Optimal scheduling of multiple chlorine sources in water distribution systems.” J. Water Resour. Plann. Manage. 129 (6): 493–504. https://doi.org/10.1061/(ASCE)0733-9496(2003)129:6(493).
Ohar, Z., O. Lahav, and A. Ostfeld. 2015. “Optimal sensor placement for detecting organophosphate intrusions into water distribution systems.” Water Res. 73 (Apr): 193–203. https://doi.org/10.1016/j.watres.2015.01.024.
Ohar, Z., and A. Ostfeld. 2014. “Optimal design and operation of booster chlorination stations layout in water distribution systems.” Water Res. 58 (Jul): 209–220. https://doi.org/10.1016/j.watres.2014.03.070.
Ostfeld, A., et al. 2012. “Battle of the water calibration networks.” J. Water Resour. Plann. Manage. 138 (5): 523–532. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000191.
Ostfeld, A., and E. Salomons. 2006. “Conjunctive optimal scheduling of pumping and booster chlorine injections in water distribution systems.” Eng. Optim. 38 (3): 337–352. https://doi.org/10.1080/03052150500478007.
Ozdemir, O. N., and A. M. Ger. 1998. “Realistic numerical simulation of chlorine decay in pipes.” Water Res. 32 (11): 3307–3312. https://doi.org/10.1016/S0043-1354(98)00107-9.
Parks, S. L. I., and J. M. VanBriesen. 2009. “Booster disinfection for response to contamination in a drinking water distribution system.” J. Water Resour. Plann. Manage. 135 (6): 502–511. https://doi.org/10.1061/(ASCE)0733-9496(2009)135:6(502).
Prasad, T. D., G. A. Walters, and D. A. Savic. 2004. “Booster disinfection of water supply networks: Multiobjective approach.” J. Water Resour. Plann. Manage. 130 (5): 367–376. https://doi.org/10.1061/(ASCE)0733-9496(2004)130:5(367).
Price, E., and A. Ostfeld. 2016. “Optimal pump scheduling in water distribution systems using graph theory under hydraulic and chlorine constraints.” J. Water Resour. Plann. Manage. 142 (10): 04016037. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000680.
Propato, M., and J. G. Uber. 2004. “Linear least-squares formulation for operation of booster disinfection systems.” J. Water Resour. Plann. Manage. 130 (1): 53–62. https://doi.org/10.1061/(ASCE)0733-9496(2004)130:1(53).
Rhoads, W. J., A. Pearce, A. Pruden, and M. A. Edwards. 2015. “Anticipating the effects of green buildings on water quality and infrastructure.” J. Am. Water Works Assoc. 107 (4): 50–61. https://doi.org/10.5942/jawwa.2015.107.0058.
Rhoads, W. J., A. Pruden, and M. A. Edwards. 2016. “Survey of green building water systems reveals elevated water age and water quality concerns.” Environ. Sci. Water Res. Technol. R. Soc. Chem. 2 (1): 164–173. https://doi.org/10.1039/C5EW00221D.
Romero-Gomez, P., and C. Y. Choi. 2011. “Axial dispersion coefficients in laminar flows of water-distribution systems.” J. Hydraul. Eng. 137 (11): 1500–1508. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000432.
Rossman, L. A., R. M. Clark, and W. M. Grayman. 1994. “Modeling chlorine residuals in drinking water distribution systems.” J. Environ. Eng. 120 (4): 803–820. https://doi.org/10.1061/(ASCE)0733-9372(1994)120:4(803).
Roth, D. K., and D. A. Cornwell. 2018. “DBP impacts from increased chlorine residual requirements.” J. Am. Water Works Assoc. 110 (2): 13–28. https://doi.org/10.5942/jawwa.2018.110.0004.
Sattar, A. 2013. “Gene expression models for the prediction of longitudinal dispersion coefficients in transitional and turbulent pipe flow.” J. Pipeline Syst. Eng. Pract. 5 (1): 4013011. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000153.
Seth, A., K. A. Klise, J. D. Siirola, T. Haxton, and C. D. Laird. 2016. “Testing contamination source identification methods for water distribution networks.” J. Water Resour. Plann. Manage. 142 (4): 04016001. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000619.
Seyoum, A. G., and T. T. Tanyimboh. 2017. “Integration of hydraulic and water quality modelling in distribution networks: EPANET-PMX.” Water Resour. Manage. 31 (14): 4485–4503. https://doi.org/10.1007/s11269-017-1760-0.
Shang, F., J. G. Uber, and L. Rossman. 2008. “Modeling reaction and transport of multiple species in water distribution systems.” Environ. Sci. Technol. 42 (3): 808–814. https://doi.org/10.1021/es072011z.
Siew, C., and T. T. Tanyimboh. 2012. “Pressure-dependent EPANET extension.” Water Resour. Manage. 26 (6): 1477–1498. https://doi.org/10.1007/s11269-011-9968-x.
Taormina, R., et al. 2018. “The battle of the attack detection algorithms: Disclosing cyber attacks on water distribution networks.” J. Water Resour. Plann. Manage. 144 (8): 04018048. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000969.
Taylor, G. 1953. “Dispersion of soluble matter in solvent flowing slowly through a tube.” Proc. R. Soc. A: Math. Phys. Eng. Sci. 219 (1137): 186–203. https://doi.org/10.1098/rspa.1953.0139.
Taylor, G. 1954. “The dispersion of matter in turbulent flow through a pipe.” Proc. R. Soc. A: Math. Phys. Eng. Sci. 223 (1155): 446–468. https://doi.org/10.1098/rspa.1954.0130.
Tryby, M., D. Boccelli, J. Uber, and L. Rossman. 2002. “Facility location model for booster disinfection of water supply networks.” J. Water Resour. Plann. Manage. 128 (5): 322–333. https://doi.org/10.1061/(ASCE)0733-9496(2002)128:5(322).
Tryby, M. E., D. L. Boccelli, M. T. Koechling, J. G. Uber, R. S. Summers, and L. A. Rossman. 1999. “Booster chlorination for managing disinfectant residuals.” J. Am. Water Works Assoc. 91 (1): 95–108. https://doi.org/10.1002/j.1551-8833.1999.tb08574.x.
Tzatchkov, V. G., A. A. Aldama, and F. I. Arreguin. 2002. “Advection-dispersion-reaction modeling in water distribution networks.” J. Water Resour. Plann. Manage. 128 (5): 334–342. https://doi.org/10.1061/(ASCE)0733-9496(2002)128:5(334).
USEPA. 2007. The effectiveness of disinfectant residuals in the distribution system. Washington, DC: USEPA.
Yeh, H. D., S. B. Wen, Y. C. Chang, and C. S. Lu. 2008. “A new approximate solution for chlorine concentration decay in pipes.” Water Res. 42 (10–11): 2787–2795. https://doi.org/10.1016/j.watres.2008.02.012.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 145Issue 12December 2019

History

Received: Oct 3, 2018
Accepted: Mar 29, 2019
Published online: Sep 18, 2019
Published in print: Dec 1, 2019
Discussion open until: Feb 18, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Candidate, Dept. of Energy, Environmental, and Chemical Engineering, Washington Univ. in St. Louis, St. Louis, MO 63130. ORCID: https://orcid.org/0000-0002-2474-6670. Email: [email protected]
Abhilasha Maheshwari [email protected]
Ph.D. Candidate, Dept. of Chemical Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India. Email: [email protected]
Ravindra D. Gudi [email protected]
Professor and Department Head, Dept. of Chemical Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India. Email: [email protected]
Pratim Biswas [email protected]
Professor and Department Chair, Dept. of Energy, Environmental, and Chemical Engineering, Washington Univ. in St. Louis, St. Louis, MO 63130 (corresponding author). 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.

Cited by

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