Assessment of Selected Erosion- Related Parameters in Owerri West Local Government Area, Imo State.

ErosionisamajorecologicalproblemintheSouthEast.Int hestudyareaalonethereareseveralgullyerosionsites(e.g. Nekedeerosionsites,IhiagwaFUTOerosionsites,AkwakumaMarketerosionsitesetc.) ThesegulliescontributesignificantsedimentstoNwaorie andOtamiririversystem.Thisresearchwascarriedouttoa ssessandestablisherodibilityfactorsunderlyingtheform ationofgullyerosioninthestudyarea.Themethodologya doptedincludedtheselectionoftwogullyerosionsites,me asurementoftheircrosssectionalareastodeterminetheir morphometricattributesfortwoyears(2018and2019).C ollectionofsoilsamplesineachgullyformation,thesampl esweresealedincellophanebagsandtransportedtotheSoi llaboratoryoftheInstituteofErosionStudies(IES)FUTO forgeotechnicalanalysis(soilconsistencytesttodetermi netheatterberglimits(Plasticlimits,LiquidLimitandPlas ticityIndex),Shearstrength,drydensity,bulkdensity,and soiltexture/sieveanalysis).Theresultsofthemorphometr icmeasurementshowedthatthegulliesinthestudyareaare Ushape,runningatrightangletotheOtamiriRiver.Elevatio nis65m,Slopeisbetween2and6%.ThelengthofFUTOgu llywas145.2min2018and140min2019;averagewidthis 2.37min2018,5.24min2019;averagedepthis1.70min20 18and1.20min2019.Thisindicatethatwhilegullywidthi ncreasedby10.28%between2018and2019,thedepthand lengthdecreased,anindicationoflateralsidefailureandse dimentationatthegullytoe.Theresultofsoillaboratoryan alysisshowedFUTOgullyhasplasticlimit(PL)47.7%,Li quidLimit(LL)63%andPlasticityIndex(PI)of12.3%wh ileatNekedegullyerosiontheLLwas19.1%,PL19.1%an dPI10.4%thisresultisindicativeoflowcohesion.Theshe aringresistanceofthesoilislowandpronetodeformationo ncethresholdof30˚- 35˚isreachedbyrunoff.Theconclusiondrawnfromthisst udyisthatgullyerosioninthestudyareaareformedbythep rocessesoflateralerosionandundercuttingwhenthegrass coverareremoved.Thesoilconditionbeinglesscohesive, weakshearstrengthetc.arethemajorerodibilityfactorsth atinfluencethegullyformations.Itisrecommendedthatre medialmeasuresforgullyerosionshouldbesitespecificas notwogulliesarethesame.Inconstructionofroadsidedrai ns,returnperiodofcertainrainfalleventbedetermined.Cl earingofriparianvegetationandinstreamminingatsensitiveareasshouldbediscouraged

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Publication Details

Journal
International Journal of Advances in Engineering and Management
Published
2024-11-01
DOI
https://doi.org/10.35629/5252-0611626637
Primary Topic
Soil erosion and sediment transport
Type
article
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article

Assessment of Selected Erosion- Related Parameters in Owerri West Local Government Area, Imo State.

Onu Stella N., Nwauzor C.U Nwauzor C.U
1 links
International Journal of Advances in Engineering and Management
Soil erosion and sediment transport
article

Assessment of Selected Erosion- Related Parameters in Owerri West Local Government Area, Imo State.

Onu Stella N., Nwauzor C.U Nwauzor C.U
article en

Abstract

ErosionisamajorecologicalproblemintheSouthEast.Int hestudyareaalonethereareseveralgullyerosionsites(e.g. Nekedeerosionsites,IhiagwaFUTOerosionsites,AkwakumaMarketerosionsitesetc.) ThesegulliescontributesignificantsedimentstoNwaorie andOtamiririversystem.Thisresearchwascarriedouttoa ssessandestablisherodibilityfactorsunderlyingtheform ationofgullyerosioninthestudyarea.Themethodologya doptedincludedtheselectionoftwogullyerosionsites,me asurementoftheircrosssectionalareastodeterminetheir morphometricattributesfortwoyears(2018and2019).C ollectionofsoilsamplesineachgullyformation,thesampl esweresealedincellophanebagsandtransportedtotheSoi llaboratoryoftheInstituteofErosionStudies(IES)FUTO forgeotechnicalanalysis(soilconsistencytesttodetermi netheatterberglimits(Plasticlimits,LiquidLimitandPlas ticityIndex),Shearstrength,drydensity,bulkdensity,and soiltexture/sieveanalysis).Theresultsofthemorphometr icmeasurementshowedthatthegulliesinthestudyareaare Ushape,runningatrightangletotheOtamiriRiver.Elevatio nis65m,Slopeisbetween2and6%.ThelengthofFUTOgu llywas145.2min2018and140min2019;averagewidthis 2.37min2018,5.24min2019;averagedepthis1.70min20 18and1.20min2019.Thisindicatethatwhilegullywidthi ncreasedby10.28%between2018and2019,thedepthand lengthdecreased,anindicationoflateralsidefailureandse dimentationatthegullytoe.Theresultofsoillaboratoryan alysisshowedFUTOgullyhasplasticlimit(PL)47.7%,Li quidLimit(LL)63%andPlasticityIndex(PI)of12.3%wh ileatNekedegullyerosiontheLLwas19.1%,PL19.1%an dPI10.4%thisresultisindicativeoflowcohesion.Theshe aringresistanceofthesoilislowandpronetodeformationo ncethresholdof30˚- 35˚isreachedbyrunoff.Theconclusiondrawnfromthisst udyisthatgullyerosioninthestudyareaareformedbythep rocessesoflateralerosionandundercuttingwhenthegrass coverareremoved.Thesoilconditionbeinglesscohesive, weakshearstrengthetc.arethemajorerodibilityfactorsth atinfluencethegullyformations.Itisrecommendedthatre medialmeasuresforgullyerosionshouldbesitespecificas notwogulliesarethesame.Inconstructionofroadsidedrai ns,returnperiodofcertainrainfalleventbedetermined.Cl earingofriparianvegetationandinstreamminingatsensitiveareasshouldbediscouraged

International Journal of Advances in Engineering and ManagementVol. 6(11)
Openalex Percentile: Top 70%
Soil erosion and sediment transport
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