Sedimentation assessment using hydrological simulation and bathymetry survey: The case of river Amissa drainage basin, Ghana

Studies on freshwater bodies in Ghana for their sustainability are mostly concentrated on a few large rivers. However, other equally important rivers that do not attract research attention provide varied services and benefits to inhabitants and living organisms in their riparian communities. The bas...

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Main Authors: K.A. Essel-Yorke, M. Anim, B.K. Nyarko
Format: Article
Language:English
Published: Elsevier 2023-03-01
Series:Heliyon
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2405844023015505
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author K.A. Essel-Yorke
M. Anim
B.K. Nyarko
author_facet K.A. Essel-Yorke
M. Anim
B.K. Nyarko
author_sort K.A. Essel-Yorke
collection DOAJ
description Studies on freshwater bodies in Ghana for their sustainability are mostly concentrated on a few large rivers. However, other equally important rivers that do not attract research attention provide varied services and benefits to inhabitants and living organisms in their riparian communities. The basin of River Amissa as a major source of freshwater supply for several communities within its catchment has undergone various changes due to rapid socioeconomic and increasing anthropogenic disturbances. This consequently has led to increased sediment yield on the reservoir beside the river and the river basin itself. Hence the need to estimate the amount of sediment accumulated in the reservoir and in the river's catchment for their sustainability and management purposes. Sediment yield in the reservoir and the river basin were estimated using a bathymetric survey integrated with Geographic Information System (GIS) and the Soil and Water Assessment Tool (SWAT) hydrological model respectively. Results from the bathymetric survey estimated the current capacity of the reservoir to be 4,321,060 m3. Reservoir storage capacity lost to sedimentation was 1,438,940 m3 representing 25% of the reservoir volume. Additionally, the SWAT (Arc SWAT) performance was very good with Nash-Sutcliffe efficiency coefficient (NSE) for calibration and validation being 0.88 and 0.84 respectively. For the entire 28-year period, simulated sediment yield increased by 10,263 tons per kilometer square.
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spelling doaj.art-893babee461449b89b39b07f6da3e52c2023-04-05T08:24:22ZengElsevierHeliyon2405-84402023-03-0193e14343Sedimentation assessment using hydrological simulation and bathymetry survey: The case of river Amissa drainage basin, GhanaK.A. Essel-Yorke0M. Anim1B.K. Nyarko2Corresponding author.; Department of Geography and Regional Planning, University of Cape Coast, GhanaDepartment of Geography and Regional Planning, University of Cape Coast, GhanaDepartment of Geography and Regional Planning, University of Cape Coast, GhanaStudies on freshwater bodies in Ghana for their sustainability are mostly concentrated on a few large rivers. However, other equally important rivers that do not attract research attention provide varied services and benefits to inhabitants and living organisms in their riparian communities. The basin of River Amissa as a major source of freshwater supply for several communities within its catchment has undergone various changes due to rapid socioeconomic and increasing anthropogenic disturbances. This consequently has led to increased sediment yield on the reservoir beside the river and the river basin itself. Hence the need to estimate the amount of sediment accumulated in the reservoir and in the river's catchment for their sustainability and management purposes. Sediment yield in the reservoir and the river basin were estimated using a bathymetric survey integrated with Geographic Information System (GIS) and the Soil and Water Assessment Tool (SWAT) hydrological model respectively. Results from the bathymetric survey estimated the current capacity of the reservoir to be 4,321,060 m3. Reservoir storage capacity lost to sedimentation was 1,438,940 m3 representing 25% of the reservoir volume. Additionally, the SWAT (Arc SWAT) performance was very good with Nash-Sutcliffe efficiency coefficient (NSE) for calibration and validation being 0.88 and 0.84 respectively. For the entire 28-year period, simulated sediment yield increased by 10,263 tons per kilometer square.http://www.sciencedirect.com/science/article/pii/S2405844023015505Land use/land coverReservoirSedimentationAmissaSWATRiver basin
spellingShingle K.A. Essel-Yorke
M. Anim
B.K. Nyarko
Sedimentation assessment using hydrological simulation and bathymetry survey: The case of river Amissa drainage basin, Ghana
Heliyon
Land use/land cover
Reservoir
Sedimentation
Amissa
SWAT
River basin
title Sedimentation assessment using hydrological simulation and bathymetry survey: The case of river Amissa drainage basin, Ghana
title_full Sedimentation assessment using hydrological simulation and bathymetry survey: The case of river Amissa drainage basin, Ghana
title_fullStr Sedimentation assessment using hydrological simulation and bathymetry survey: The case of river Amissa drainage basin, Ghana
title_full_unstemmed Sedimentation assessment using hydrological simulation and bathymetry survey: The case of river Amissa drainage basin, Ghana
title_short Sedimentation assessment using hydrological simulation and bathymetry survey: The case of river Amissa drainage basin, Ghana
title_sort sedimentation assessment using hydrological simulation and bathymetry survey the case of river amissa drainage basin ghana
topic Land use/land cover
Reservoir
Sedimentation
Amissa
SWAT
River basin
url http://www.sciencedirect.com/science/article/pii/S2405844023015505
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AT manim sedimentationassessmentusinghydrologicalsimulationandbathymetrysurveythecaseofriveramissadrainagebasinghana
AT bknyarko sedimentationassessmentusinghydrologicalsimulationandbathymetrysurveythecaseofriveramissadrainagebasinghana