2019
DOI: 10.1016/j.advwatres.2019.03.009
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Evaluating lateral flow in an experimental channel using the diffusive wave inverse problem

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Cited by 9 publications
(5 citation statements)
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“…In our paper, the one proposed by Moussa () has been selected because an analytical solution has been proposed to solve the inverse problem, as explained herein. Moreover recently, an experimental evaluation of the solution has been performed by Moussa and Majdalani () on a large variety of hydrograph scenarios. The model is based on Hayami assumptions, considering (a) diffuse lateral flows as uniformly distributed along the channel reach and (ii) the two C and D parameters as constant over time during the flood.…”
Section: Modelling Approachmentioning
confidence: 99%
“…In our paper, the one proposed by Moussa () has been selected because an analytical solution has been proposed to solve the inverse problem, as explained herein. Moreover recently, an experimental evaluation of the solution has been performed by Moussa and Majdalani () on a large variety of hydrograph scenarios. The model is based on Hayami assumptions, considering (a) diffuse lateral flows as uniformly distributed along the channel reach and (ii) the two C and D parameters as constant over time during the flood.…”
Section: Modelling Approachmentioning
confidence: 99%
“…We chose this method as it provides consistent results, like those obtained with graphical approaches (results not shown). It can easily be automated and has only one β parameter, fixed at 0.91 after a trial-and-error analysis on the studied catchments and considering the results of Nathan and McMahon (1990) for 186 catchments.…”
Section: Appendix A: Hydrograph Decompositionmentioning
confidence: 99%
“…Sensitivity analysis of the DWE to the two parameters is largely available in the literature, showing that the DWE is more sensitive to parameter C than D (Moussa and Bocquillon, 1996;Cholet al, 2017;Charlier et al, 2019). Here, C was assumed to be equal to CG and we used a fixed value for D = 10,000 m²/s (for medium size catchments of 100 to 500 km²; Moussa and Bocquillon, 1996;170 Todini, 1996) in a matter of parsimony, which is acceptable as the model is much more sensitive to C than to D. The DWE solution was validated experimentally under controlled conditions (Moussa and Majdalani, 2019), and has also been implemented on natural karst catchments (Charlier et al, 2015(Charlier et al, , 2019Cholet et al, 2017).…”
Section: Lateral-exchange Descriptorsmentioning
confidence: 99%