Explicit network calibration for multiple loading conditions
- 1 September 1991
- journal article
- research article
- Published by Taylor & Francis in Civil Engineering Systems
- Vol. 8 (3) , 153-160
- https://doi.org/10.1080/02630259108970619
Abstract
A semi-analytical methodology has been developed for use in calibrating hydraulic network models under multiple demand loading conditions. The resulting algorithm is able to correlate the observed and predicted pressures through the use of global headloss adjustment factors. The proposed algorithm is shown to be computationally efficient and guaranteed to yield a converged solution in an expeditious manner.Keywords
This publication has 11 references indexed in Scilit:
- Parameter Estimation for Water Distribution NetworksJournal of Water Resources Planning and Management, 1991
- Explicit Calculation of Pipe‐Network ParametersJournal of Hydraulic Engineering, 1990
- Implicit Network CalibrationJournal of Water Resources Planning and Management, 1989
- Calibrating Water Distribution Network ModelsJournal of Environmental Engineering, 1988
- Explicit Pipe Network CalibrationJournal of Water Resources Planning and Management, 1986
- Technique for Calibrating Network ModelsJournal of Water Resources Planning and Management, 1983
- Loop Equations with Unknown Pipe CharacteristicsJournal of the Hydraulics Division, 1981
- PARAMETER TUNING FOR SIMULATION MODELS OF WATER DISTRIBUTION NETWORKS.Proceedings of the Institution of Civil Engineers, 1980
- Optimal Design and Operation of Water Distribution SystemsWater Resources Research, 1974
- Efficient Code for Steady-State Flows in NetworksJournal of the Hydraulics Division, 1970