A platform for research: civil engineering, architecture and urbanism
On-line Hydraulic State Estimation in Urban Water Networks Using Reduced Models
A Predictor-Corrector (PC) approach for on-line forecasting of water usage in an urban water system is presented and demonstrated. The M5 Model-Trees algorithm is used to predict water demands and Genetic Algorithms (GAs) are used to correct (i.e., calibrate according to on-line pressure and flow rate measurements) these predicted values in real-time. The PC loop repeats itself at each subsequent time-step with the forecasting model inputs being the corrected outputs of previous iterations, thus improving the model performances over time. To meet the computational efficiency requirements of real-time hydraulic state estimation, the urban network model which is comprised of over ten thousand pipelines and nodes is reduced using a water system aggregation technique. The reduced model, which resembles the original system's hydraulic performances with high accuracy, simplifies the computation of the PC loop and facilitates the implementation of the on-line model. The developed methodology is tested against the real input data of an urban water distribution system comprised of approximately 12500 nodes and 15000 pipes.
On-line Hydraulic State Estimation in Urban Water Networks Using Reduced Models
A Predictor-Corrector (PC) approach for on-line forecasting of water usage in an urban water system is presented and demonstrated. The M5 Model-Trees algorithm is used to predict water demands and Genetic Algorithms (GAs) are used to correct (i.e., calibrate according to on-line pressure and flow rate measurements) these predicted values in real-time. The PC loop repeats itself at each subsequent time-step with the forecasting model inputs being the corrected outputs of previous iterations, thus improving the model performances over time. To meet the computational efficiency requirements of real-time hydraulic state estimation, the urban network model which is comprised of over ten thousand pipelines and nodes is reduced using a water system aggregation technique. The reduced model, which resembles the original system's hydraulic performances with high accuracy, simplifies the computation of the PC loop and facilitates the implementation of the on-line model. The developed methodology is tested against the real input data of an urban water distribution system comprised of approximately 12500 nodes and 15000 pipes.
On-line Hydraulic State Estimation in Urban Water Networks Using Reduced Models
Preis, Ami (author) / Whittle, Andrew (author) / Ostfeld, A. (author) / Perelman, L. (author)
2009
Preis, A. et al. "On-line Hydraulic State Estimation in Urban Water Networks Using Reduced Models." in Integrating water systems: proceedings of the tenth International Conference on Computing and Control for the Water Industry, CCWI 2009, Sheffield, UK, 1-3 September 2009, editors: Joby Boxall, Cedo Maksimovicc. CRC Press.
Article (Journal)
Electronic Resource
English
On-line hydraulic state estimation in urban water networks using reduced models
British Library Conference Proceedings | 2010
|Efficient Hydraulic State Estimation Technique Using Reduced Models of Urban Water Networks
DSpace@MIT | 2011
|Efficient Hydraulic State Estimation Technique Using Reduced Models of Urban Water Networks
Online Contents | 2011
|Efficient Hydraulic State Estimation Technique Using Reduced Models of Urban Water Networks
British Library Online Contents | 2011
|Iterative Hydraulic Interval State Estimation for Water Distribution Networks
British Library Online Contents | 2019
|