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

Author:

Abokifa Ahmed A.1ORCID,Maheshwari Abhilasha2,Gudi Ravindra D.3,Biswas Pratim4

Affiliation:

1. Ph.D. Candidate, Dept. of Energy, Environmental, and Chemical Engineering, Washington Univ. in St. Louis, St. Louis, MO 63130. ORCID: .

2. Ph.D. Candidate, Dept. of Chemical Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India.

3. Professor and Department Head, Dept. of Chemical Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India.

4. Professor and Department Chair, Dept. of Energy, Environmental, and Chemical Engineering, Washington Univ. in St. Louis, St. Louis, MO 63130 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering

Reference48 articles.

1. 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.

2. Investigating the role of biofilms in trihalomethane formation in water distribution systems with a multicomponent model;Abokifa A. A.;Water Resour.,2016

3. Water quality modeling in the dead end sections of drinking water distribution networks;Abokifa A. A.;Water Resour.,2016

4. The numerical Green’s function technique for boundary value problems in networks;Aldama A. A.;WIT Trans. Ecol. Environ.,1998

5. Modeling Low Velocity/High Dispersion Flow in Water Distribution Systems

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