Scholarly Publication
Permanent URI for this collection
Browse
Recent Submissions
- ItemGIS-based approach for morphometric characteristics and development of hydrographs for the upper watershed of Jebba Reservoir, Nigeria(Ethiop. J. Sci. Technol., 2021-10) Adeogun , Adeniyi Ganiyu; Mohammed, Apaalando; Ganiyu, Habeeb Oladimeji; Salami, Adebayo WahabNigeria's Jebba sub-basins are synonymous to frequent flooding, high rate of erosion, depletion of soil nutrients and unsustainable water use. The uncontrolled flooding may be a result of numerous factors related to topography, geology, climate and human activity. The present work was an attempt to describe the application of Geographical Information System (GIS) and Digital Elevation Model (DEM) for the estimation of morphometric characteristics of eight sub-basins in the upstream watershed of Jebba reservoir, Nigeria. Morphometric characteristics such as topographic, areal, relief and network were determined. Soil Conservation Service (SCS) technique was applied to estimate hydrographs. The study revealed that sub-basin number 3 had the lowest time of concentration and maximum depth of runoff while sub-basin number 2 had maximum ratio of circulation of 1.8 and it is tagged as the area that is highly prone to flood. The peak runoff in the sub-basins ranged between 330.10 and 924.86 m3/s (25-year return period) and for 100-year intervals ranged between 502.69 to 1408.40 m3/s. The estimated peak runoffs can be adopted for designing and constructing erosion control structures in the catchment area.
- ItemSIMULATION OF SEDIMENT YIELD AT THE UPSTREAM WATERSHED OF JEBBA LAKE IN NIGERIA USING SWAT MODEL(Malaysian Journal of Civil Engineering, 2015) Adeniyi Ganiyu Adeogun; Sule, Bolaji Fatai; Adebayo WahabIn this study, we focused on the applicability and suitability of Soil and Water Assessment Tool (SWAT) embedded in Geographical Information Systems (GIS) environment in the prediction of sediment yield of a watershed (12,992km2). The watershed is drained by Rivers Niger, Kontagora, Awun and Eku and is located at the upstream of Jebba Reservoir in north central Nigeria . SWAT was run daily for 26 years (1985 to 2010 ) using climatic data representing three weather stations located within the watershed. The model was calibrated and validated using measured flow data from 1990 to 1995. Also due to the unavalilability of observed sediment data for the area, sediment samples were collected from three locations in the watershed from May to December, 2013 using suspended sediment sampler USDH-2A. The sediment samples were analysed and used to spatially calibrate and validate the model. The model was statistically evaluated using coefficient of determination, R2 and Nasch-Sutcliffe Efficiency, NSE. Evaluation of the model revealed that it performed satisfactorily for stream flow and sediment yield predictions in the watershed. The model predicted the annual sediment yield in the watershed as 255.8 tons/ha/yr producing about 8.31x 109 tons of sediment between 1985 and 2010. Sediment concentration (mg/l) in the reach during the period of simulation showed that the highest sediment concentration was obtained in subbasins 29, 20 and 19 with values 446.3, 376.8 and 365.4 mg/l respectively. However, lowest sediment concentration occurred in subbasin 73 with a value of 108.6 mg/l. The results from the study showed that a properly calibrated SWAT embedded in GIS environment is suitable for modelling the hydrology and predicting the sediment yield in a watershed. In the light of this, SWAT can be adopted by water engineers and hydrologists in Nigeria and other sub sahara Africa countries in the region as a decision support tool to assist policy makers in achieving sustainable sediment and water management at watershed level.
- ItemSustainable management of erosion prone areas of upper watershed of Kainji hydropower dam, Nigeria(2018-05-05) Adeogun, Adeniyi Ganiyu; Ibitoye, Biliyamin Adeoye; Salami, Adebayo WahabReservoir sedimentation has been a major concern to stakeholders around the world in the implementa tion of sustainable management of hydropower dams. Not only that it reduces the storage capacity of reservoirs, several sediment related problems such as reduction in water quality and acceleration of abra sion of underwater parts can impair the primary purpose of which the reservoir is built. Therefore, sus tainable management of watersheds upstream of hydropower dam is necessary to combat the issues of sedimentation and to extend its useful life. In this study, Soil and Water Assessment Tool (SWAT) was interfaced with MapwindowGIS to model and predict sediment yield and concentration into sub basins of the upper watershed of Kainji hydropower dam in Nigeria which has an area of 30,350 km2. The model was run daily for 30 years and performance evaluation was carried out using Coefficient of Determination (R2) and Nash Sutcliffe Efficiency (NSE). Model calibration and validation as well as iden tification of erosion prone areas were equally achieved. The results showed that average annual sediment yield and concentration were 35.29 t/ha/year and 11,903.7 mg/l respectively. Application of filter strips on critical erosion prone region showed that sediment yield and concentration could be reduced up to 37% and 34% respectively. Also, construction of stone bunds in the watershed showed a reduction of up to 75% and 84% for sediment yield and concentration respectively. The outcome of this study could allow control effort to be focused effectively on an area identified as extreme cases and could also be used by relevant authorities in prioritizing implementation of Best Management Practices (BMPs) for the area.
- ItemCost effectiveness of sediment management strategies for mitigation of sedimentation at Jebba Hydropower reservoir, Nigeria(Elsevier, JournalofKingSaudUniversity–EngineeringSciences, 2016-01-22) Adeogun, Adeniyi Ganiyu; Sule,Bolaji Fatai; Salami, Adebayo WahabInthisstudy,acalibratedhydrologicmodel,SoilandWaterAssessmentTool (SWAT) interfacedwithGeographicalInformationSystem(GIS)toolwasusedtostudytheeffectofdiffer entsedimentmanagementmethodsinawatershed(12,992km2)upstreamofJebbaLake,Nigeria. Sedimentmanagementstrategiesconsideredare(i)reforestationofthewatershed,(ii)applicationof vegetativefilterstrip(VFS)and(iii)constructionofstonebunds.Costanalysisofimplementingthe selectederosioncontrolmeasureswithinthewatershedwasalsocarriedout tocomparethecost effectivenessof eachof themanagement strategies.Theresults showedthatapplicationofVFS, reforestation, andstonebunds tocritical zonesof thewatershedreducedthe sediment yieldup to65.6%,63.4%and12%respectivelywhilethefinancialanalysisof implementingreforestation, VFSandstonebundsrevealed84.9%,73.3%and70.5%reductionrespectivelyinthecoststobe incurredifsedimentsareallowedtoaccumulateinthedam.Fromthisanalysis, itcanbeconcluded thatthesedimentmanagementscenariosconsideredinthisstudyarecosteffectiveandsustainable whencomparedwiththecostsincurredintacklingtheeffectduetoreservoirsedimentation.Over all, thestudyshowedthathydrologicalmodelssuchasSWATcanbeusedtostudystrategiesfor waterresourcemanagement. Inaddition, itcanprovidepolicymakersthedecisionsupport tools toevaluatethecostandbenefitsofadoptingBestManagementPractices(BMPs)particularlyfor sedimentcontrol inerosionpronewatersheds.
- ItemDeflection-Based Numerical Evaluation of Steel, Bamboo Fibre, and Carbon Fibre Polymer Reinforced Portal Frame(Journal of Building Materials and Structures, 2024-05-18) Odeyemi S.O., Olawale M.A., Adisa M.O., Atoyebi O.D., Giwa Z.T.Reinforced concrete, a flexible building material, enjoys worldwide acceptance. Yet, its environmental footprint, especially regarding steel production, is substantial. The extensive mining of iron ore contributes to global warming, prompting the quest for greener alternatives. Bamboo fibre and carbon fibre were employed in sustainable industrial and construction practices to fulfill tensile requirements in reinforced concrete, effectively managing lateral loads on structural elements. This study aims to compare numerically the deflection resistance of portal frames reinforced with steel, bamboo fibre, and carbon fibre polymers using Abaqus version 6.14. The replacement of steel with carbon fibre within the portal frame exhibited comparable effectiveness to that of utilizing steel, whereas the introduction of bamboo fibre was observed to yield relatively diminished efficacy. However, differences between the results for steel, bamboo fibre, and carbon fibre are minimal, and carbon fibre performs similarly to steel. The maximum lateral movement values are 2.43 mm for steel, 2.68 mm for bamboo fibre, and 2.39 mm for carbon fibre.