Impacts of Management Scenarios on Sediment Yield Simulation in Upper and Middle Awash River Basin, Ethiopia
Introduction
Simulation of sediment yield and its management scenarios is a device to estimate and mitigate sediment influx and outflux in the catchment, explicitly to assess how much sediment load is generated from certain soil and land cover types. Sediment transport is a complex hydrological phenomenon and the variables involved in soil erosion modeling make a challenging to measure (Kumar et al., 2015). Soil erosion and sediment yield have a significant impact on water and natural resources, water quality, sustainability of agricultural development, and loss of water storage in the reservoir (Abebe and Gebremariam, 2019; Gathagu et al., 2018; Malunjkar et al., 2015; Mishra et al., 2007; Tadesse et al., 2017; Xu et al., 2009). Recently, evaluating the impact of sediment yield and implementing soil and water conservation measures to manage sediment yield from different slopes and land used/cover areas are crucial issues of the world (Gathagu et al., 2018).
The simulation of sediment yield is the primary on-site of soil degradation processes in various dehydrated land ecosystems around the world (Foley et al., 2005; Lal, 1998; Yair and Kossovsky, 2002). It is sensitive to the impact of climate change, land degradation, vegetation cover, deterioration of soil quality, amount of potential water resources and environmental deterioration (Aksoy and Kavvas, 2005; Cotler and Ortega-Larrocea, 2006; Harries et al., 2021; Tesema and Leta, 2020). The results of soil erosion and land degradation are the most serious environmental risk for today's global ecosystems that creates a critical environmental hazard (Hua et al., 2012; Tolche et al., 2021; Yan et al., 2018; Zhang et al., 2019). Soil erosion is directly influencing the production of agriculture, increasing desertification in the catchment, siltation of waterways, aquatic ecosystems and insufficient food security (Abebe and Gebremariam, 2019; Schmalz et al., 2015).
Numerous studies have been done on the simulation of sediment yield and erosion of sediment transportation in different parts of Ethiopia (Ayana et al., 2012; Ayele et al., 2017; Molla et al., 2020; Tadesse et al., 2017; Tesema and Leta, 2020; Welde and Gebremariam, 2017; Yesuf et al., 2015). These studies reported that the north, eastern, central, western, and northeastern highlands of Ethiopia have been influenced by soil erosion and land degradation. Besides, the negative impact of soil erosion and land degradation influences water resource potential that could lead to an increase in drought events in the country. Ayele & Gebremariam (2020) quantified the high spatial and temporal variability of sedimentation in Bilate watershed in Rift Valley Lake Basin, Ethiopia. The spatial and temporal variability of sediment yield accounted to land use land cover, soil, and topographical features of the watershed. Besides, among four conservation measures used (i.e., grassed waterway, filter strips, terracing, and contouring) for reduction of sediment yield, terracing (63.26%) was found as the most suitable method in Bilate watershed. The studies conducted in Upper Blue Nile River Basin in Ethiopia reported that the basin is one of the sensitive areas of sediment transport and land degradations where soil erosion and sediment yields vary spatially and temporally (Ayele et al., 2017; Betrie et al., 2011; Easton et al., 2010; Yesuf et al., 2015). Choto & Fetene (2019) simulated streamflow and sediment yield in Gojeb watershed in the Omo-Gibe basin based on the variability of land use land cover. Among three conservation measures (i.e., filter strip, terrace (bund) and reforestation) practiced in the study area, the reforestation scenario was recommended as the most appropriate technique of controlling sediment yield in the watershed.
Conventionally, Awash River Basin is the backbone of the Ethiopian economy. In the basin, sugar factors and irrigation projects (Wonji Shoa sugar factor, Metahara sugar factor, Upper Awash Agro-industry, Fentale and Tibila Irrigation Project), water resource infrastructures (Koka and Tendaho dam), and other small and medium projects play a vital role in the economy of the country are found. For the best utility of these infrastructures, practicing soil and water conservation as well as finding the hotspot area of sediment yield (soil erosion and sediment transportation) is paramount (Tesema and Leta, 2020).
Several studies were addressed the soil erosion and sediment transportation of different watersheds in the Awash River Basin (Abebe and Gebremariam, 2019; Bishaw and Kedir, 2015; Jilo et al., 2019; Molla et al., 2020; Tesema and Leta, 2020; Zeberie, 2020). Hence, most of the studies were limited to a certain watershed with a small landscape. In this paper, UMARB covers more than 28,000 Km2 which is 23.4% of the basin landscape were covered. Besides, in the downstream of the study area, the amount of flood and sediment transportation are high and have more impact on Tendaho sugar factory and Tendaho dam, Dubti and Assayita town (Jilo et al., 2019; Tilahun et al., 2017). Therefore, simulation and mitigation of sediment load in the UMARB are very important for land and water management in the catchment as well as for the downstream section. Moreover, the earlier studies in Awash River Basin have highlighted the application of sediment management practice (Tesema and Leta, 2020; Zeberie, 2020). But, before implementation, the efficiency of each management practice needs to be established as the efficacy of any conservation practice varies in the area due to land uses, slope, and climatic conditions. Therefore, the study is aimed to (i) simulate sediment yield in the UMARB and (ii) evaluate the impact of three management scenarios and their combination on sediment yield reduction in UMARB by using the ArcSWAT2012 hydrological model.
Section snippets
Description of the study area
UMARB is located in the Awash River Basin, Ethiopia and geographically situated between 7°59′N and 9°25′N and 38°19′E and 40°36′E, with areal coverage of 28,078.41 Km2 (Fig. 1). The elevation of the catchment varies from 4185 m at upstream of the catchment to 704 m at the outlet point above mean sea level (Fig 1). Based on the topographical level and intertropical climate zone of the basin, the precipitation distribution of the catchment varies in seasons and designates to three seasonal time
Parameters sensitivity
The results of the most global sensitive parameters of streamflow and sediment yield are presented in Tables 1 and 2, respectively. Eleven and five of the most sensitive parameters were selected for streamflow and sediment load, respectively during calibration and validation of the model. The selected sensitive parameters were based on high correlation with streamflow and sediment yield simulations and the recommendation of different literature in the Awash River Basin (Daba and You, 2020;
Conclusions
The study was designed for simulation of sediment yield and impacts of the three best management scenarios in the UMARB. ArcSWAT 2012 model was used to simulate streamflow and sediment yield. The global sensitive analysis parameters for the streamflow and sediment yield were undertaken by using SUFI-2 algorism in the SWAT-CUP program. In calibration period, the results of R2, NSE, PBIAS and RSP are 0.8, 0.69, -8.08% and 0.56, respectively for streamflow and 0.72, 0.65, -32.56% and 0.59,
Declaration of Competing Interest
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Acknowledgments
The authors are highly indebted to all secondary data provider organizations, particularly the National Meteorological Agency (NMA) and Ministry of Water, Irrigation and Electricity (MoWE) office.
Disclosure statement
The authors declare no conflict of interest.
References (69)
- et al.
A review of hillslope and watershed scale erosion and sediment transport models
Catena
(2005) Fitting and interpretation of sediment rating curves
(2000)- et al.
Scenario-testing of agricultural best management practices in Lake Erie watersheds
J. Great Lakes Res.
(2013) - et al.
Use of a calibrated SWAT model to evaluate the effects of agricultural BMPs on sediments of the Kalaya river basin (North of Morocco)
Int. Soil Water Conserv. Res.
(2019) - et al.
Impacts of land use/land cover change on stream flow and sediment yield of Gojeb watershed, Omo-Gibe basin, Ethiopia
Remote Sens. Appl. Soc. Environ.
(2019) - et al.
Effects of land use on soil erosion in a tropical dry forest ecosystem, Chamela watershed, Mexico
Catena
(2006) - et al.
Modelling the impacts of structural conservation measures on sediment and water yield in Thika-Chania catchment, Kenya
Int. Soil Water Conserv. Res.
(2018) - et al.
Modelling the impacts of climate and land use changes on soil water erosion: Model applications, limitations and future challenges
J. Environ. Manage.
(2019) - et al.
Simulation of Sediment Yield Over Un-gauged Stations Using MUSLE and Fuzzy Model
Aquat. Procedia
(2015) - et al.
Expanding sustainable land management in Ethiopia : Scenarios for improved agricultural water management in the Blue Nile
Agric. Water Manag.
(2015)
Land use and land cover changes and Soil erosion in Yezat Watershed, North Western Ethiopia
Int. Soil Water Conserv. Res.
Sediment Yield Estimation and Effect of Management Options on Sediment Yield of Kesem Dam Watershed, Awash Basin, Ethiopia
Sci. African
Effect of land use land cover dynamics on hydrological response of watershed: Case study of Tekeze Dam watershed, northern Ethiopia
Int. Soil Water Conserv. Res.
Climate and surface properties: Hydrological response of small arid and semi-arid watersheds
Geomorphology
Estimating soil erosion response to land use/cover change in a catchment of the Loess Plateau, China
Int. Soil Water Conserv. Res.
Modeling of sediment yield in Maybar gauged watershed using SWAT, northeast Ethiopia
Catena
Effectiveness of alternative management scenarios on the sediment load in a Mediterranean agricultural watershed
J. Agric. Eng.
Modeling runoff and sediment yield of Kesem dam watershed, Awash basin, Ethiopia
SN Appl. Sci
Assessment and mitigation of streamflow and sediment yield under climate change conditions in Diyala River Basin
Iraq. Hydrology
Evaluation of Spatial and Temporal Variability of Sediment Yield on Bilate Watershed, Rift Valley Lake Basin, Ethiopia
J. Water Resour. Ocean Sci.
Impact Of Land Use Land Cover Change On Stream Flow And Sediment Yield: A Case Study Of Gilgel Abay Watershed, Lake Tana Sub-Basin, Ethiopia
Int. J. Technol. Enhanc. Emerg. Eng. Res.
Representation of agricultural conservation practices with SWAT
Hydrol. Process.
SWAT: Model Use, Calibration, and Validation
Am. Soc. Agric. Biol. Eng.
Modelling sediment yield of Rib watershed, Northwest Ethiopia
ISH J. Hydraul. Eng.
Simulation of sediment yield using SWAT model in Fincha watershed, Ethiopia
Kasetsart J. - Nat. Sci.
Streamflow and sediment yield prediction for watershed prioritization in the upper Blue Nile river basin
Ethiopia. Water
Sediment management modelling in the Blue Nile Basin using SWAT model
Hydrol. Earth Syst. Sci.
Determining sediment load of Awash River entering into Methara sugarcane irrigation scheme in Ethiopia
J. Environement Earth Sci.
Principles of Soil Conservation and Management
Using the soil and water assessment tool to simulate the pesticide dynamics in the data scarce guayas River Basin, Ecuador
Water (Switzerland)
Application of SWAT for assessment of spatial distribution of water resources and analyzing impact of different land management practices on soil erosion in Upper Awash River Basin watershed
Catchment Lake Res
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