{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,3,4]],"date-time":"2026-03-04T17:31:10Z","timestamp":1772645470218,"version":"3.50.1"},"reference-count":50,"publisher":"Elsevier BV","license":[{"start":{"date-parts":[[2021,1,1]],"date-time":"2021-01-01T00:00:00Z","timestamp":1609459200000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"},{"start":{"date-parts":[[2021,1,1]],"date-time":"2021-01-01T00:00:00Z","timestamp":1609459200000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/legal\/tdmrep-license"}],"funder":[{"DOI":"10.13039\/501100001871","name":"Funda\u00e7\u00e3o para a Ci\u00eancia e a Tecnologia","doi-asserted-by":"publisher","id":[{"id":"10.13039\/501100001871","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["elsevier.com","sciencedirect.com"],"crossmark-restriction":true},"short-container-title":["Environmental Modelling & Software"],"published-print":{"date-parts":[[2021,1]]},"DOI":"10.1016\/j.envsoft.2020.104903","type":"journal-article","created":{"date-parts":[[2020,10,12]],"date-time":"2020-10-12T11:34:26Z","timestamp":1602502466000},"page":"104903","update-policy":"https:\/\/doi.org\/10.1016\/elsevier_cm_policy","source":"Crossref","is-referenced-by-count":9,"special_numbering":"C","title":["Numerical modelling-based sensitivity analysis of fluvial morphodynamics"],"prefix":"10.1016","volume":"135","author":[{"given":"Bruno","family":"Oliveira","sequence":"first","affiliation":[]},{"given":"Francesco","family":"Ballio","sequence":"additional","affiliation":[]},{"given":"Rodrigo","family":"Maia","sequence":"additional","affiliation":[]}],"member":"78","reference":[{"key":"10.1016\/j.envsoft.2020.104903_bib1","article-title":"Stochastic modeling in sediment dynamics: exner equation for planar bed incipient bed load transport conditions","volume":"115","author":"Ancey","year":"2010","journal-title":"J. Geophys. Res.: Earth Surface"},{"key":"10.1016\/j.envsoft.2020.104903_bib2","series-title":"Guide for Selecting Manning's Roughness Coefficients for Natural Channels and Flood Plains","author":"Arcement e","year":"1984"},{"key":"10.1016\/j.envsoft.2020.104903_bib3","series-title":"Em 13th International Symposium on River Sedimentation","article-title":"Reliability analysis of a 2D sediment transport model: an example of the lower river Salzach","author":"Beckers","year":"2016"},{"key":"10.1016\/j.envsoft.2020.104903_bib4","series-title":"Em 5th IAHR Symposium on River","article-title":"Sensitivity analysis of a morphodynamic modeling system applied to a Portuguese tidal inlet","author":"Bertin","year":"2007"},{"key":"10.1016\/j.envsoft.2020.104903_bib5","doi-asserted-by":"crossref","first-page":"36","DOI":"10.1016\/j.advwatres.2015.05.016","article-title":"Stochastic-deterministic modeling of bed load transport in shallow water flow over erodible slope: linear stability analysis and numerical simulation","volume":"83","author":"Bohorquez","year":"2015","journal-title":"Adv. Water Resour."},{"issue":"17\u201318","key":"10.1016\/j.envsoft.2020.104903_bib6","doi-asserted-by":"crossref","first-page":"7474","DOI":"10.1016\/j.apm.2016.03.044","article-title":"Particle diffusion in non-equilibrium bedload transport simulations","volume":"40","author":"Bohorquez","year":"2016","journal-title":"Appl. Math. Model."},{"key":"10.1016\/j.envsoft.2020.104903_bib7","series-title":"Open-channel Hydraulics","author":"Chow","year":"1959"},{"key":"10.1016\/j.envsoft.2020.104903_bib8","series-title":"Monte Carlo Methods for Applied Scientists","author":"Dimov","year":"2008"},{"key":"10.1016\/j.envsoft.2020.104903_bib9","series-title":"Statistics and Probability Theory - in Pursuit of Engineering Decision Support","author":"Faber","year":"2012"},{"key":"10.1016\/j.envsoft.2020.104903_bib10","series-title":"Numerical Aspects of Bed Level Predictions for Alluvial River Bends","author":"Flokstra e","year":"1981"},{"key":"10.1016\/j.envsoft.2020.104903_bib11","doi-asserted-by":"crossref","first-page":"256","DOI":"10.1016\/j.jhydrol.2016.04.004","article-title":"Quantifying the combined effects of multiple extreme floods on river channel geometry and on flood hazards","volume":"538","author":"Guan","year":"2016","journal-title":"J. Hydrol."},{"key":"10.1016\/j.envsoft.2020.104903_bib12","first-page":"1157","article-title":"An introduction to variable and feature selection","volume":"3","author":"Guyon e","year":"2003","journal-title":"J. Mach. Learn. Res."},{"key":"10.1016\/j.envsoft.2020.104903_bib13","first-page":"1269","article-title":"Near-bed sediment concentration distribution and basic probability of sediment movement","author":"Hu","year":"2010","journal-title":"J. Hydraul. Eng."},{"key":"10.1016\/j.envsoft.2020.104903_bib14","series-title":"Em Fifth International Conference on Fluvial Hydraulics","article-title":"On the importance of discharge variability in the morphodynamic modeling of rivers","author":"Huthoff","year":"2010"},{"key":"10.1016\/j.envsoft.2020.104903_bib15","doi-asserted-by":"crossref","first-page":"363","DOI":"10.1017\/S0022112081000451","article-title":"Bend theory of river meanders. Part 1. Linear development","volume":"112","author":"Ikeda","year":"1981","journal-title":"J. Fluid Mech."},{"key":"10.1016\/j.envsoft.2020.104903_bib16","series-title":"CCHE2D:Two-dimensional Hydrodynamic and Sediment Transport","author":"Jia e","year":"2001"},{"issue":"4","key":"10.1016\/j.envsoft.2020.104903_bib17","doi-asserted-by":"crossref","first-page":"1234","DOI":"10.2166\/hydro.2013.153","article-title":"Numerical assessment of bed-load discharge formulations for transient flow in 1D and 2D situations","volume":"15","author":"Juez","year":"2013","journal-title":"J. Hydroinf."},{"issue":"4","key":"10.1016\/j.envsoft.2020.104903_bib18","doi-asserted-by":"crossref","first-page":"455","DOI":"10.1080\/00221686.2017.1288417","article-title":"Experimental and numerical simulation of bed load transport over steep slopes","volume":"55","author":"Juez","year":"2017","journal-title":"J. Hydraul. Res."},{"issue":"6","key":"10.1016\/j.envsoft.2020.104903_bib20","doi-asserted-by":"crossref","first-page":"1604","DOI":"10.1002\/hyp.10277","article-title":"Two-dimensional and three-dimensional computational models in hydrodynamic and morphodynamic reconstructions of a river bend: sensitivity and functionality","volume":"29","author":"Kasyi","year":"2015","journal-title":"Hydrol. Process."},{"key":"10.1016\/j.envsoft.2020.104903_bib21","first-page":"125","volume":"vol. 10","author":"Kim","year":"2010"},{"key":"10.1016\/j.envsoft.2020.104903_bib22","series-title":"Em Winter Simulation Conference","article-title":"Validation of models: statistical techniques and data availability","author":"Kleijnen","year":"1999"},{"key":"10.1016\/j.envsoft.2020.104903_bib23","series-title":"Comparison of Different Reliability Analysis Methods for a 2D Morphodynamic Numerical Model of River Danube","author":"Kopmann","year":"2010"},{"key":"10.1016\/j.envsoft.2020.104903_bib24","series-title":"Using Reliability Analysis in Morphodynamic Simulation with TELEMAC-2D\/SISYPHE","author":"Kopmann","year":"2012"},{"key":"10.1016\/j.envsoft.2020.104903_bib25","first-page":"191","article-title":"Monte Carlo method applied to a two-dimensional morphodynamic model","volume":"1","author":"Lambeek","year":"2004","journal-title":"em River Flow"},{"key":"10.1016\/j.envsoft.2020.104903_bib26","series-title":"Evaluation of Sediment Transport Equations and Parameter Sensitivity Analysis Using the SRH-2D Model","author":"Moges","year":"2010"},{"key":"10.1016\/j.envsoft.2020.104903_bib27","series-title":"Em 23rd Telemac-Mascaret User Club","article-title":"Sensitivity analysis and uncertainty quantification in 2D morphodynamic models using a newly implemented API for TELEMAC2D\/SISYPHE","author":"Mouradi","year":"2016"},{"issue":"2","key":"10.1016\/j.envsoft.2020.104903_bib28","doi-asserted-by":"crossref","first-page":"371","DOI":"10.1111\/j.1467-8306.1968.tb00650.x","article-title":"An introduction to the hydraulic and topographic sinuosity indexes","volume":"58","author":"Mueller","year":"1968","journal-title":"Ann. Assoc. Am. Geogr."},{"issue":"n\u00ba 4","key":"10.1016\/j.envsoft.2020.104903_bib29","doi-asserted-by":"crossref","DOI":"10.5194\/esurf-6-1041-2018","article-title":"Fluvial response to changes in the magnitude and frequency of sediment supply in a 1-D model","volume":"6","author":"M\u00fcller e","year":"2018","journal-title":"Earth Surface Dynamics"},{"issue":"3","key":"10.1016\/j.envsoft.2020.104903_bib30","doi-asserted-by":"crossref","first-page":"187","DOI":"10.1016\/j.jher.2010.12.002","article-title":"Multi-parametric sensitivity analysis of CCHE2D for channel flow simulations in Nile River","volume":"5","author":"Nassar","year":"2011","journal-title":"Journal of Hydro-environment Research"},{"key":"10.1016\/j.envsoft.2020.104903_bib31","author":"Ncche"},{"key":"10.1016\/j.envsoft.2020.104903_bib32","series-title":"Em Water Technology Conference","article-title":"Predication OF life time span OF high aswan dam reservoir using CCHE2D simulation model","author":"Negm","year":"2010"},{"key":"10.1016\/j.envsoft.2020.104903_bib34","doi-asserted-by":"crossref","first-page":"1826","DOI":"10.1016\/j.csr.2006.06.001","article-title":"Sensitivity analysis of non-cohesive sediment transport formulae","volume":"26","author":"Pinto","year":"2006","journal-title":"Continent. Shelf Res."},{"issue":"2","key":"10.1016\/j.envsoft.2020.104903_bib35","doi-asserted-by":"crossref","first-page":"275","DOI":"10.1007\/s10236-010-0267-5","article-title":"Sensitivity analysis of a morphodynamic modelling system applied to a coastal lagoon inlet","volume":"60","author":"Plecha","year":"2010","journal-title":"Ocean Dynam."},{"key":"10.1016\/j.envsoft.2020.104903_bib36","doi-asserted-by":"crossref","first-page":"26","DOI":"10.1016\/j.geomorph.2011.05.025","article-title":"Simulating river meandering processes using stochastic bank erosion coefficient","volume":"163","author":"Posner e","year":"2012","journal-title":"Geomorphology"},{"key":"10.1016\/j.envsoft.2020.104903_bib37","series-title":"Sensitivity Analysis in Practice: a Guide to Assessing Scientific Models","author":"Saltelli","year":"2004"},{"key":"10.1016\/j.envsoft.2020.104903_bib38","series-title":"Global Sensitivity Analysis: the Primer","author":"Saltelli","year":"2008"},{"key":"10.1016\/j.envsoft.2020.104903_bib39","series-title":"Em Winter Simulation Conference","article-title":"A tutorial ON the operational validation OF simulation models","author":"Sargent","year":"2016"},{"key":"10.1016\/j.envsoft.2020.104903_bib40","series-title":"Introduction to Highway Hydraulics: Hydraulic Design Series Number 4","author":"Schall","year":"2008"},{"issue":"4","key":"10.1016\/j.envsoft.2020.104903_bib42","doi-asserted-by":"crossref","first-page":"2509","DOI":"10.1002\/2013JF002896","article-title":"\u201cPhysics\u2010based modeling of large braided sand\u2010bed rivers: bar pattern formation, dynamics, and sensitivity","volume":"118","author":"Schuurman","year":"2013","journal-title":"Journal of geophysical research: Earth Surface"},{"issue":"2","key":"10.1016\/j.envsoft.2020.104903_bib46","doi-asserted-by":"crossref","first-page":"515","DOI":"10.1029\/1999WR900285","article-title":"Colorado River sediment transport: 1. Natural sediment supply limitation and the influence of Glen Canyon Dam","volume":"36","author":"Topping","year":"2000","journal-title":"Water Resour. Res."},{"issue":"F2","key":"10.1016\/j.envsoft.2020.104903_bib47","article-title":"\u201cProbability distributions for bed form\u2013dominated bed load transport: the Hamamori distribution revisited","volume":"116","author":"Turowski","year":"2011","journal-title":"J. Geophys. Res.: Earth Surface"},{"key":"10.1016\/j.envsoft.2020.104903_bib48","doi-asserted-by":"crossref","first-page":"144","DOI":"10.1016\/j.cageo.2015.10.012","article-title":"First-order uncertainty analysis using Algorithmic Differentiation of morphodynamic models","volume":"90","author":"Villaret","year":"2016","journal-title":"Comput. Geosci."},{"key":"10.1016\/j.envsoft.2020.104903_bib49","article-title":"Role of discharge variability on pseudomeandering channel morphodynamics: results from laboratory experiments","volume":"115","author":"Visconti","year":"2010","journal-title":"Journal of Geophysiscal Research: Earth Surface"},{"key":"10.1016\/j.envsoft.2020.104903_bib50","doi-asserted-by":"crossref","first-page":"174","DOI":"10.1016\/j.envsoft.2016.04.017","article-title":"A review of current calibration and validation practices in land-change modeling","volume":"82","author":"van Vliet","year":"2016","journal-title":"Environ. Model. Software"},{"key":"10.1016\/j.envsoft.2020.104903_bib51","series-title":"Stochastic Modelling of River Morphodynamics","author":"van Vuren","year":"2005"},{"key":"10.1016\/j.envsoft.2020.104903_bib54","series-title":"Computational River Dynamics","author":"Wu","year":"2007"},{"issue":"6","key":"10.1016\/j.envsoft.2020.104903_bib55","doi-asserted-by":"crossref","first-page":"427","DOI":"10.1080\/00221680009498296","article-title":"Nonuniform sediment transport in alluvial rivers","volume":"38","author":"Wu","year":"2000","journal-title":"J. Hydraul. Res."},{"key":"10.1016\/j.envsoft.2020.104903_bib56","series-title":"Graphical User Interface for the CCHE2D Model User's Manual\u2014Version 2.2","author":"Zhang","year":"2005"},{"key":"10.1016\/j.envsoft.2020.104903_bib57","series-title":"Simulation of Non-uniform Sediment Transport in a German Reservoir with the SSIIM Model and Sensitivity Analysis,\u201d Em 2015 IAHR World Congress","author":"Zhang","year":"2015"},{"key":"10.1016\/j.envsoft.2020.104903_bib58","series-title":"Em 13th International Symposium on River Sedimentation","article-title":"Sensitivity of deposition and erosion to bed composition in the Iffezheim reservoir","author":"Zhang","year":"2016"}],"container-title":["Environmental Modelling & Software"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S1364815220309609?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S1364815220309609?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2025,10,23]],"date-time":"2025-10-23T23:05:51Z","timestamp":1761260751000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S1364815220309609"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2021,1]]},"references-count":50,"alternative-id":["S1364815220309609"],"URL":"https:\/\/doi.org\/10.1016\/j.envsoft.2020.104903","relation":{},"ISSN":["1364-8152"],"issn-type":[{"value":"1364-8152","type":"print"}],"subject":[],"published":{"date-parts":[[2021,1]]},"assertion":[{"value":"Elsevier","name":"publisher","label":"This article is maintained by"},{"value":"Numerical modelling-based sensitivity analysis of fluvial morphodynamics","name":"articletitle","label":"Article Title"},{"value":"Environmental Modelling & Software","name":"journaltitle","label":"Journal Title"},{"value":"https:\/\/doi.org\/10.1016\/j.envsoft.2020.104903","name":"articlelink","label":"CrossRef DOI link to publisher maintained version"},{"value":"article","name":"content_type","label":"Content Type"},{"value":"\u00a9 2020 Elsevier Ltd. All rights reserved.","name":"copyright","label":"Copyright"}],"article-number":"104903"}}