TY - GEN
T1 - Optimal Booster Chlorination Scheduling in WDS under Uncertainty
T2 - World Environmental and Water Resources Congress 2023: Adaptive Planning and Design in an Age of Risk and Uncertainty
AU - Boindala, Sriman Pankaj
AU - Jaykrishnan, G.
AU - Ostfeld, Avi
N1 - Publisher Copyright: © World Environmental and Water Resources Congress 2023.All rights reserved
PY - 2023
Y1 - 2023
N2 - To ensure high-quality water in water distribution systems (WDS), disinfectant, generally chlorine, is injected into the system. However, this chlorine limits should be kept within acceptable levels. The higher limit is enforced to control the disinfection by-products, whereas lower limit is enforced to ensure that the water is organic contaminant free. The chlorine reaction rate within the pipe systems varies depending on the type of pipe, age, water PH level, temperature, and many other factors. This hinders the accurate water quality modelling in water distribution systems which in turn affects the optimal amount of booster injection rate. To minimize the risk of the uncertainty in chlorine reaction rate, current work suggests a robust counterpart reformulation of the optimal booster chlorination scheduling problem considering the rate of reaction of chlorination as uncertain. The proposed reformulation is tested on a benchmark WDS, and the results are compared with deterministic case. The results indicated that with an increase in the protection level the injection mass increased and with very large protection levels, the formulation resulted in no solution. The proposed reformulation of the traditional approach can be applied to any WDS and obtain optimal scheduling with appropriate protection levels.
AB - To ensure high-quality water in water distribution systems (WDS), disinfectant, generally chlorine, is injected into the system. However, this chlorine limits should be kept within acceptable levels. The higher limit is enforced to control the disinfection by-products, whereas lower limit is enforced to ensure that the water is organic contaminant free. The chlorine reaction rate within the pipe systems varies depending on the type of pipe, age, water PH level, temperature, and many other factors. This hinders the accurate water quality modelling in water distribution systems which in turn affects the optimal amount of booster injection rate. To minimize the risk of the uncertainty in chlorine reaction rate, current work suggests a robust counterpart reformulation of the optimal booster chlorination scheduling problem considering the rate of reaction of chlorination as uncertain. The proposed reformulation is tested on a benchmark WDS, and the results are compared with deterministic case. The results indicated that with an increase in the protection level the injection mass increased and with very large protection levels, the formulation resulted in no solution. The proposed reformulation of the traditional approach can be applied to any WDS and obtain optimal scheduling with appropriate protection levels.
UR - http://www.scopus.com/inward/record.url?scp=85160951460&partnerID=8YFLogxK
U2 - 10.1061/9780784484852.088
DO - 10.1061/9780784484852.088
M3 - منشور من مؤتمر
T3 - World Environmental and Water Resources Congress 2023: Adaptive Planning and Design in an Age of Risk and Uncertainty - Selected Papers from World Environmental and Water Resources Congress 2023
SP - 952
EP - 962
BT - World Environmental and Water Resources Congress 2023
A2 - Ahmad, Sajjad
A2 - Murray, Regan
Y2 - 21 May 2023 through 25 May 2023
ER -