A 2D hydrodynamic-sedimentological model for gravel bed rivers. Part II, Case study: the Brenta River in Italy

A 2D depth average model has been used to simulate water and sediment flow in the Brenta River so as to interpret channel changes and to assess model predictive capabilities. The Brenta River is a gravel bed river located in Northern Italy. The study reach is 1400 long and has a mean slope of 0.0056...

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Main Authors: Gabriel Kaless, Johnny Moretto, Fabio Delai, Luca Mao, Mario A. Lenzi
Format: Article
Language:English
Published: PAGEPress Publications 2013-09-01
Series:Journal of Agricultural Engineering
Subjects:
Online Access:http://www.agroengineering.org/index.php/jae/article/view/262
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spelling doaj-09bce34cc29f4a8184d30e6bc41954992020-11-25T03:53:21ZengPAGEPress PublicationsJournal of Agricultural Engineering1974-70712239-62682013-09-01442s10.4081/jae.2013.262219A 2D hydrodynamic-sedimentological model for gravel bed rivers. Part II, Case study: the Brenta River in ItalyGabriel KalessJohnny MorettoFabio DelaiLuca MaoMario A. LenziA 2D depth average model has been used to simulate water and sediment flow in the Brenta River so as to interpret channel changes and to assess model predictive capabilities. The Brenta River is a gravel bed river located in Northern Italy. The study reach is 1400 long and has a mean slope of 0.0056. High resolution digital terrain models has been produced combining laser imaging detection and ranging data with colour bathymetry techniques. Extensive field sedimentological surveys have been also carried out for surface and subsurface material. The data were loaded in the model and the passage of a high intense flood (R.I. > 9 years) was simulated. The model was run under the hypothesis of a substantial equilibrium between sediment input and transport capacity. In this way, the model results were considered as a reference condition, and the potential trend of the reach was assessed. Low-frequency floods (R.I. » 1.5 years) are expected to produce negligible changes in the channel while high floods may focalize erosion on banks instead than on channel bed. Furthermore, the model predicts well the location of erosion and siltation areas and the results promote its application to other reaches of the Brenta River in order to assess their stability and medium-term evolution.http://www.agroengineering.org/index.php/jae/article/view/262gravel-bed rivers, 2D depth-average model, hydrodynamic-sedimentological simulations, high-resolu-tion digital terrain models, Brenta River.
collection DOAJ
language English
format Article
sources DOAJ
author Gabriel Kaless
Johnny Moretto
Fabio Delai
Luca Mao
Mario A. Lenzi
spellingShingle Gabriel Kaless
Johnny Moretto
Fabio Delai
Luca Mao
Mario A. Lenzi
A 2D hydrodynamic-sedimentological model for gravel bed rivers. Part II, Case study: the Brenta River in Italy
Journal of Agricultural Engineering
gravel-bed rivers, 2D depth-average model, hydrodynamic-sedimentological simulations, high-resolu-tion digital terrain models, Brenta River.
author_facet Gabriel Kaless
Johnny Moretto
Fabio Delai
Luca Mao
Mario A. Lenzi
author_sort Gabriel Kaless
title A 2D hydrodynamic-sedimentological model for gravel bed rivers. Part II, Case study: the Brenta River in Italy
title_short A 2D hydrodynamic-sedimentological model for gravel bed rivers. Part II, Case study: the Brenta River in Italy
title_full A 2D hydrodynamic-sedimentological model for gravel bed rivers. Part II, Case study: the Brenta River in Italy
title_fullStr A 2D hydrodynamic-sedimentological model for gravel bed rivers. Part II, Case study: the Brenta River in Italy
title_full_unstemmed A 2D hydrodynamic-sedimentological model for gravel bed rivers. Part II, Case study: the Brenta River in Italy
title_sort 2d hydrodynamic-sedimentological model for gravel bed rivers. part ii, case study: the brenta river in italy
publisher PAGEPress Publications
series Journal of Agricultural Engineering
issn 1974-7071
2239-6268
publishDate 2013-09-01
description A 2D depth average model has been used to simulate water and sediment flow in the Brenta River so as to interpret channel changes and to assess model predictive capabilities. The Brenta River is a gravel bed river located in Northern Italy. The study reach is 1400 long and has a mean slope of 0.0056. High resolution digital terrain models has been produced combining laser imaging detection and ranging data with colour bathymetry techniques. Extensive field sedimentological surveys have been also carried out for surface and subsurface material. The data were loaded in the model and the passage of a high intense flood (R.I. > 9 years) was simulated. The model was run under the hypothesis of a substantial equilibrium between sediment input and transport capacity. In this way, the model results were considered as a reference condition, and the potential trend of the reach was assessed. Low-frequency floods (R.I. » 1.5 years) are expected to produce negligible changes in the channel while high floods may focalize erosion on banks instead than on channel bed. Furthermore, the model predicts well the location of erosion and siltation areas and the results promote its application to other reaches of the Brenta River in order to assess their stability and medium-term evolution.
topic gravel-bed rivers, 2D depth-average model, hydrodynamic-sedimentological simulations, high-resolu-tion digital terrain models, Brenta River.
url http://www.agroengineering.org/index.php/jae/article/view/262
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