Interpreting the Manning Roughness Coefficient in Overland Flow Simulations with Coupled Hydrological-Hydraulic Distributed Models

There is still little experience on the effect of the Manning roughness coefficient in coupled hydrological-hydraulic distributed models based on the solution of the Shallow Water Equations (SWE), where the Manning coefficient affects not only channel flow on the basin hydrographic network but also...

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Main Authors: Marcos Sanz-Ramos, Ernest Bladé, Fabián González-Escalona, Gonzalo Olivares, José Luis Aragón-Hernández
Format: Article
Language:English
Published: MDPI AG 2021-12-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/13/23/3433
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author Marcos Sanz-Ramos
Ernest Bladé
Fabián González-Escalona
Gonzalo Olivares
José Luis Aragón-Hernández
author_facet Marcos Sanz-Ramos
Ernest Bladé
Fabián González-Escalona
Gonzalo Olivares
José Luis Aragón-Hernández
author_sort Marcos Sanz-Ramos
collection DOAJ
description There is still little experience on the effect of the Manning roughness coefficient in coupled hydrological-hydraulic distributed models based on the solution of the Shallow Water Equations (SWE), where the Manning coefficient affects not only channel flow on the basin hydrographic network but also rainfall-runoff processes on the hillslopes. In this kind of model, roughness takes the role of the concentration time in classic conceptual or aggregated modelling methods, as is the case of the unit hydrograph method. Three different approaches were used to adjust the Manning roughness coefficient in order to fit the results with other methodologies or field observations—by comparing the resulting time of concentration with classic formulas, by comparing the runoff hydrographs obtained with aggregated models, and by comparing the runoff water volumes with observations. A wide dispersion of the roughness coefficients was observed to be generally much higher than the common values used in open channel flow hydraulics.
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spelling doaj.art-aa6256ef21af4b80b3264fa77716a6952023-11-23T03:15:30ZengMDPI AGWater2073-44412021-12-011323343310.3390/w13233433Interpreting the Manning Roughness Coefficient in Overland Flow Simulations with Coupled Hydrological-Hydraulic Distributed ModelsMarcos Sanz-Ramos0Ernest Bladé1Fabián González-Escalona2Gonzalo Olivares3José Luis Aragón-Hernández4Flumen Institute, Universitat Politècnica de Catalunya (UPC)-International Centre of Numerical Methods in Engineering (CIMNE), 08034 Barcelona, SpainFlumen Institute, Universitat Politècnica de Catalunya (UPC)-International Centre of Numerical Methods in Engineering (CIMNE), 08034 Barcelona, SpainDivisión de Ingenierías Civil y Geomática, Facultad de Ingeniería, Universidad Nacional de México (UNAM), Ciudad de México 04510, MexicoFlumen Institute, Universitat Politècnica de Catalunya (UPC)-International Centre of Numerical Methods in Engineering (CIMNE), 08034 Barcelona, SpainDivisión de Ingenierías Civil y Geomática, Facultad de Ingeniería, Universidad Nacional de México (UNAM), Ciudad de México 04510, MexicoThere is still little experience on the effect of the Manning roughness coefficient in coupled hydrological-hydraulic distributed models based on the solution of the Shallow Water Equations (SWE), where the Manning coefficient affects not only channel flow on the basin hydrographic network but also rainfall-runoff processes on the hillslopes. In this kind of model, roughness takes the role of the concentration time in classic conceptual or aggregated modelling methods, as is the case of the unit hydrograph method. Three different approaches were used to adjust the Manning roughness coefficient in order to fit the results with other methodologies or field observations—by comparing the resulting time of concentration with classic formulas, by comparing the runoff hydrographs obtained with aggregated models, and by comparing the runoff water volumes with observations. A wide dispersion of the roughness coefficients was observed to be generally much higher than the common values used in open channel flow hydraulics.https://www.mdpi.com/2073-4441/13/23/3433basin hydrologynumerical modellingrainfall-runoff-overland flow modelscoupled hydrological-hydraulic distributed modellingManning roughness coefficient
spellingShingle Marcos Sanz-Ramos
Ernest Bladé
Fabián González-Escalona
Gonzalo Olivares
José Luis Aragón-Hernández
Interpreting the Manning Roughness Coefficient in Overland Flow Simulations with Coupled Hydrological-Hydraulic Distributed Models
Water
basin hydrology
numerical modelling
rainfall-runoff-overland flow models
coupled hydrological-hydraulic distributed modelling
Manning roughness coefficient
title Interpreting the Manning Roughness Coefficient in Overland Flow Simulations with Coupled Hydrological-Hydraulic Distributed Models
title_full Interpreting the Manning Roughness Coefficient in Overland Flow Simulations with Coupled Hydrological-Hydraulic Distributed Models
title_fullStr Interpreting the Manning Roughness Coefficient in Overland Flow Simulations with Coupled Hydrological-Hydraulic Distributed Models
title_full_unstemmed Interpreting the Manning Roughness Coefficient in Overland Flow Simulations with Coupled Hydrological-Hydraulic Distributed Models
title_short Interpreting the Manning Roughness Coefficient in Overland Flow Simulations with Coupled Hydrological-Hydraulic Distributed Models
title_sort interpreting the manning roughness coefficient in overland flow simulations with coupled hydrological hydraulic distributed models
topic basin hydrology
numerical modelling
rainfall-runoff-overland flow models
coupled hydrological-hydraulic distributed modelling
Manning roughness coefficient
url https://www.mdpi.com/2073-4441/13/23/3433
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AT gonzaloolivares interpretingthemanningroughnesscoefficientinoverlandflowsimulationswithcoupledhydrologicalhydraulicdistributedmodels
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