A New Method for Simultaneous Calibration of Demand Pattern and Hazen-Williams Coefficients in Water Distribution Systems
Water distribution systems, where flow in some pipes is not measured or storage tanks are connected together, calculation of demand pattern coefficients of the network is difficult. Since, Hazen-Williams coefficients of the network are also unknown; the problem is becoming unintelligible further. The present study proposes a new method for simultaneous calibration of demand pattern and Hazen-Williams coefficients that uses the Ant Colony Optimization (ACO) algorithms coupled with the hydraulic simulator (EPANET2) in a MATLAB code. In this paper demand pattern and Hazen-Williams coefficients are the calibration parameters and measured data consist of nodal pressure heads and pipe flows. The defined objective function minimizes the difference between the measured and simulated values. The new proposed method was tested on a two-loop test example and a real water distribution network. The results show that the new calibration model is able to calibrate demand pattern and Hazen-Williams coefficients simultaneously with high precision and accuracy. Copyright The Author(s) 2014
Year of publication: |
2014
|
---|---|
Authors: | Dini, Mehdi ; Tabesh, Massoud |
Published in: |
Water Resources Management. - Springer. - Vol. 28.2014, 7, p. 2021-2034
|
Publisher: |
Springer |
Subject: | Calibration | Water distribution network | Demand pattern coefficients | Hazen-Williams coefficients | Pressure heads | Pipe flows |
Saved in:
Saved in favorites
Similar items by subject
-
Evaluating risk of water mains failure using a Bayesian belief network model
Kabir, Golam, (2015)
-
Pressure Management Model for Urban Water Distribution Networks
Nazif, Sara, (2010)
-
Evaluation of Reliability Indicators for WDNs with Demand-Driven and Pressure-Driven Models
Liserra, Tonino, (2014)
- More ...
Similar items by person