Comparison of the MUSLE Model and Two Years of Solid Transport Measurement, in the Bouregreg Basin, and Impact on the Sedimentation in the Sidi Mohamed Ben Abdellah Reservoir, Morocco

The evaluation and quantification of solids transport in Morocco often uses the Universal Soil Loss Model (USLE) and the revised version RUSLE, which presents a calibration difficulty. In this study, we apply the MUSLE model to predict solid transport, for the first time on a large river basin in th...

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Main Authors: Mohamed Abdellah Ezzaouini, Gil Mahé, Ilias Kacimi, Abdelaziz Zerouali
Format: Article
Language:English
Published: MDPI AG 2020-07-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/12/7/1882
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author Mohamed Abdellah Ezzaouini
Gil Mahé
Ilias Kacimi
Abdelaziz Zerouali
author_facet Mohamed Abdellah Ezzaouini
Gil Mahé
Ilias Kacimi
Abdelaziz Zerouali
author_sort Mohamed Abdellah Ezzaouini
collection DOAJ
description The evaluation and quantification of solids transport in Morocco often uses the Universal Soil Loss Model (USLE) and the revised version RUSLE, which presents a calibration difficulty. In this study, we apply the MUSLE model to predict solid transport, for the first time on a large river basin in the Kingdom, calibrated by two years of solid transport measurements on four main gauging stations at the entrance of the Sidi Mohamed Ben Abdellah dam. The application of the MUSLE on the basin demonstrated relatively small differences between the measured values and those expected for the calibrated version, these differences are, for the non-calibrated version, +5% and +102% for the years 2016/2017 and 2017/2018 respectively, and between −33% and +34% for the calibrated version. Besides, the measured and modeled volumes that do not exceed 1.78 × 10<sup>6</sup> m<sup>3</sup>/year remain well below the dam’s siltation rate of 9.49 × 10<sup>6</sup> m<sup>3</sup>/year, which means that only 18% of the dam’s sediment comes from upstream. This seems very low because it is calculated from only two years. The main hypothesis that we can formulate is that the sediments of the dam most probably comes from the erosion of its banks.
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spelling doaj.art-bd2866a7d8744c43b9bfe32bbe7873de2023-11-20T05:34:00ZengMDPI AGWater2073-44412020-07-01127188210.3390/w12071882Comparison of the MUSLE Model and Two Years of Solid Transport Measurement, in the Bouregreg Basin, and Impact on the Sedimentation in the Sidi Mohamed Ben Abdellah Reservoir, MoroccoMohamed Abdellah Ezzaouini0Gil Mahé1Ilias Kacimi2Abdelaziz Zerouali3Geoscience, Water and Environment Laboratory, Faculty of Sciences, Mohammed V University, Avenue Ibn Batouta, Rabat 10100, MoroccoLaboratoire HydroSciences, Université Montpellier, IRD, 34090 Montpellier, FranceGeoscience, Water and Environment Laboratory, Faculty of Sciences, Mohammed V University, Avenue Ibn Batouta, Rabat 10100, MoroccoBasin of the Bouregreg and Chaouia Agency, Benslimane BP 262, MoroccoThe evaluation and quantification of solids transport in Morocco often uses the Universal Soil Loss Model (USLE) and the revised version RUSLE, which presents a calibration difficulty. In this study, we apply the MUSLE model to predict solid transport, for the first time on a large river basin in the Kingdom, calibrated by two years of solid transport measurements on four main gauging stations at the entrance of the Sidi Mohamed Ben Abdellah dam. The application of the MUSLE on the basin demonstrated relatively small differences between the measured values and those expected for the calibrated version, these differences are, for the non-calibrated version, +5% and +102% for the years 2016/2017 and 2017/2018 respectively, and between −33% and +34% for the calibrated version. Besides, the measured and modeled volumes that do not exceed 1.78 × 10<sup>6</sup> m<sup>3</sup>/year remain well below the dam’s siltation rate of 9.49 × 10<sup>6</sup> m<sup>3</sup>/year, which means that only 18% of the dam’s sediment comes from upstream. This seems very low because it is calculated from only two years. The main hypothesis that we can formulate is that the sediments of the dam most probably comes from the erosion of its banks.https://www.mdpi.com/2073-4441/12/7/1882modelingMUSLEerosionsolid transportdamBouregreg
spellingShingle Mohamed Abdellah Ezzaouini
Gil Mahé
Ilias Kacimi
Abdelaziz Zerouali
Comparison of the MUSLE Model and Two Years of Solid Transport Measurement, in the Bouregreg Basin, and Impact on the Sedimentation in the Sidi Mohamed Ben Abdellah Reservoir, Morocco
Water
modeling
MUSLE
erosion
solid transport
dam
Bouregreg
title Comparison of the MUSLE Model and Two Years of Solid Transport Measurement, in the Bouregreg Basin, and Impact on the Sedimentation in the Sidi Mohamed Ben Abdellah Reservoir, Morocco
title_full Comparison of the MUSLE Model and Two Years of Solid Transport Measurement, in the Bouregreg Basin, and Impact on the Sedimentation in the Sidi Mohamed Ben Abdellah Reservoir, Morocco
title_fullStr Comparison of the MUSLE Model and Two Years of Solid Transport Measurement, in the Bouregreg Basin, and Impact on the Sedimentation in the Sidi Mohamed Ben Abdellah Reservoir, Morocco
title_full_unstemmed Comparison of the MUSLE Model and Two Years of Solid Transport Measurement, in the Bouregreg Basin, and Impact on the Sedimentation in the Sidi Mohamed Ben Abdellah Reservoir, Morocco
title_short Comparison of the MUSLE Model and Two Years of Solid Transport Measurement, in the Bouregreg Basin, and Impact on the Sedimentation in the Sidi Mohamed Ben Abdellah Reservoir, Morocco
title_sort comparison of the musle model and two years of solid transport measurement in the bouregreg basin and impact on the sedimentation in the sidi mohamed ben abdellah reservoir morocco
topic modeling
MUSLE
erosion
solid transport
dam
Bouregreg
url https://www.mdpi.com/2073-4441/12/7/1882
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