Existing Muskingum hydrological routing models adopt a single criterion in the calibration process. Some models minimise the sum of the squared deviations between estimated and observed outflows (outflow criterion), while others minimise the sum of the squared deviations between the estimated and observed storages (storage criterion). However, models that adopt the outflow (storage) criterion result in a poor fit to the observed storages (outflows). This paper presents a new approach that incorporates both criteria in the calibration process and aids trade-off analysis. The multi-criteria function is expressed as a weighted function of normalised outflow and storage criteria, representing the deviations from ideal outflow and storage values. The routing procedure is based on the author's four-parameter Muskingum model with constant parameters and the fourth-order Runge–Kutta method. The proposed model was applied to three examples. A criterion weight of 0·4–0·6 was found to produce an excellent trade-off between outflow and storage criteria. The results show that the model substantially improves on both criteria compared with single-criterion models. The proposed model, which properly captures the entire flood propagating characteristics in calibration, should be of interest to hydrological engineers and practitioners.
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October 2015
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Research Article|
December 02 2014
Multi-criteria optimisation of the Muskingum flood model: a new approach Available to Purchase
Said M. Easa, MEng, PhD, FCAE, FEIC, FCSCE
Said M. Easa, MEng, PhD, FCAE, FEIC, FCSCE
Professor
Department of Civil Engineering, Ryerson University, Toronto, Ontario, Canada
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Publisher: Emerald Publishing
Received:
March 09 2014
Accepted:
October 20 2014
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Water Management (2015) 168 (5): 220–231.
Article history
Received:
March 09 2014
Accepted:
October 20 2014
Citation
Easa SM (2015), "Multi-criteria optimisation of the Muskingum flood model: a new approach". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 168 No. 5 pp. 220–231, doi: https://doi.org/10.1680/jwama.14.00028
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