Method
Article
Modi
fication
of
the
RUSLE
slope
length
and
steepness
factor
(LS-factor)
based
on
rainfall
experiments
at
steep
alpine
grasslands
Simon
Schmidt
a,*
,
Simon
Tresch
b,c,d,
Katrin
Meusburger
ea
EnvironmentalGeosciences,UniversityofBasel,Bernoullistrasse30,CH-4056Basel,Switzerland b
DepartmentofSoilSciences,ResearchInstituteofOrganicAgriculture(FiBL),Ackerstrasse113,CH-5070 Frick,Switzerland
c
FunctionalEcologyLaboratory,InstituteofBiology,UniversityofNeuchâtel,RueEmile-Argand11,CH-2000 Neuchâtel,Switzerland
dBiodiversityandConservationBiology,SwissFederalInstituteforForest,SnowandLandscapeResearch (WSL),Zürcherstrasse111,CH-8903Birmensdorf,Switzerland
e
ForestSoilsandBiogeochemistry,SwissFederalInstituteforForest,SnowandLandscapeResearch(WSL), Zürcherstrasse111,CH-8903Birmensdorf,Switzerland
ABSTRACT
Theslopelengthandslopesteepnessfactor(LS-factor)isoneoffivefactorsoftheUniversalSoilLossEquation(USLE)
anditsrevisedversion(RUSLE)describingtheinfluenceoftopographyonsoilerosionrisk.TheLS-factorwas
originallydevelopedforslopeslessthan50%inclinationandhasnotbeentestedforsteeperslopes.Toovercomethis
limitation,weadaptedbothfactorsslopelengthLandslopesteepnessSforconditionsexperimentallyobservedat
Swissalpinegrasslands.ForthenewL-factor(Lalpine),amaximalflowpaththreshold,correspondingto100m,was
implementedtotakeintoaccountshortrunoffflowpathsandrapidinfiltrationthathasbeenobservedinour
experiments.FortheS-factor,afittedquadraticpolynomialfunction(Salpine)hasbeenestablished,compilingthe
mostextensiveempiricalstudies.Asamodelevaluation,uncertaintyintervalsarepresentedforthismodified
S-factor.Weobservedthatuncertaintyincreaseswithslopegradient.Insummary,theproposedmodificationofthe
LS-factortoalpineenvironmentsenablesanimprovedpredictionofsoilerosionriskincludingsteepslopes.
Empirical experiments (rainfall simulation, sediment measurements) were conducted on Swiss alpine
grasslandstoassessthemaximalflowlengthandslopesteepnessfactor(S-factor).
Flowaccumulationislimitedtoamaximalflowthreshold(100m)atwhichoverlandrunoffisrealisticinalpine
grassland.
SlopesteepnessfactorismodifiedbyafittedS-factorequationfromexistingempiricalS-factorfunctions.
©2019TheAuthor(s).PublishedbyElsevierB.V.ThisisanopenaccessarticleundertheCCBYlicense(http://
creativecommons.org/licenses/by/4.0/).
*Correspondingauthor.
E-mailaddresses:[email protected],[email protected],[email protected](S.Schmidt),
simon.tresch@fibl.org(S.Tresch),[email protected](K.Meusburger).
https://doi.org/10.1016/j.mex.2019.01.004
2215-0161/©2019TheAuthor(s).PublishedbyElsevierB.V.ThisisanopenaccessarticleundertheCCBYlicense(http:// creativecommons.org/licenses/by/4.0/).
ContentslistsavailableatScienceDirect
MethodsX
ARTICLE INFO
Methodname:Lalpine,Salpine,LSalpine
Keywords:RevisedUniversalSoilLossEquation,Erosionmodeling,Switzerland,Terrainfeatures,Maximal,Flowlength
Articlehistory:Received13November2018;Accepted19January2019;Availableonline26January2019
SpecificationsTable
Subjectarea EnvironmentalScience
Morespecificsubjectarea Soilerosionmodeling
Methodname -Lalpine
-Salpine -LSalpine Nameandreferenceof
originalmethod
USLELS-factor:Wischmeier,W.H.,&Smith,D.D.(1978).Predictingrainfallerosionlosses. Washington.
S-factor:McCool,D.K.,Brown,L.C.,Foster,G.R.,Mutchler,C.K.,&Meyer,L.D.(1987).Revised SlopeSteepnessFactorfortheUniversalSoilLossEquation.TransactionsoftheASAE,30, 1387–1396.https://doi.org/doi:10.13031/2013.30576.
S-factor:Smith,D.D.,&Whitt,D.(1948).Estimatingsoillossesfromfieldareas.Agricultural Engineering,29,394–396.
Resourceavailability -SAGAGIS(http://www.saga-gis.org;[31])
-RSAGA(https://cran.r-project.org/web/packages/RSAGA/index.html;[30])
Methoddetails
ExistingapproachesforS-andL-factorparametrization
TheLS-factorisaproductoftheslopelength(L-)andtheslopesteepness(S-factor).Themost widelyusedslopelengthfactorrepresentstheratioofobservedsoillossrelatedtothesoillossofa standardizedplot(22.13m).OriginallyWischmeierandSmith[1]definedtheL-factorasEq.(1):
L¼ 22
l
:13 mð1Þ where
l
representsthelengthoftheslopeinmetersandmthedifferentslopesteepness.Later,Eq.(2)wasadaptedfortheRUSLE-approachtobetterdescribesoillosswithincreasingslope steepness. Desmetand Govers [2] transformed theoriginal L-factor(Eq. (1))into a GIS-approach(Eq. (2)) consideringtheflowaccumulationandaddingaratioofrilltointerrillerosion(Eq.(3)):
Li;j¼
Ai;jin þD2
mþ1
Ami;jinþ1
Dmþ2Xmi;j22:13m ð2Þ
whereAi,j-inistheflowaccumulationinm2attheinletofagridcell(i,j).Disthegridcellsizeinmand
Xi;jequalstosinai;jþcosai;jwhereai,jistheaspectofthegridcell(i,j).Thecoefficientm(Eq.(3))
representstheratioofrillandinterrillerosionandiscalculatedbytheβ-value(Eq.(4)):
witharangebetween0(ratioofrilltointerrillerosioncloseto0)and1.
b
¼ 0:0896sinu0:56þ3ðsin
u
Þ0:8h i ð4Þ
where
u
istheslopeangleindegrees.FortheS-factor,mostoftentheempiricfunctionproposedbyMcCooletal.[3]isusedtodetermine theslope steepnessfactorin theRevisedUniversalSoil LossEquation (RUSLE).McCoolet al.[3] differentiatetherelationbetweensoillossandslopesteepnessinradians(s)withtwofunctions.One forslopeswithaninclinationlessthan9%andtheothergreaterorequal9%.Thefunctionsareas follows:
S¼10:8sþ0:03 for slope steepness in percent<9% ð5Þ S¼16:8s0:50 for slope steepness in percent9% ð6Þ TheS-factorafterMcCooletal.[3]isparticularrecommendedforareaswithlowsummerrainfall amounts[4].ManyotherempiricalS-factorsweredevelopedsincethe1940s(Table1)butallS-factors haveincommonthatempiricalevidenceandthusvalidityislimitedtoslopegradientslessthan50%. ProposedadaptionoftheL-factor
Often,GISmodeledpotentialflowpathlengthonslopes,expressedasflowaccumulationina GIS-environment,isdrivenbygravityandtheoreticallyunlimited[13].Inparticularcases,thesepotential flowpathlengthscanreachmanykilometersandenormousrunoffvolumes.Theflowaccumulation canbeconstrainedbystreetsorhousesasendingpointsofthepotentialflowpathsasdiscussedby Winchelletal.[14].
In2016,weconducted19differentrainfallsimulationexperimentsonsouthfacingslopesinanalpine environment(ValPiora,Switzerland)withdifferentconditionsregardingsoilmoisture(dry,moist), steepness(36–82),and vegetation(low,medium,fullvegetationcover)to observetheflowpath
lengths.Therainfallsimulationswererealizedwith anEijkelkampmini rainfall simulator (type M1.09.06. E,Eijkelkamp,NL;Fig.1)forerosiontestswitha rainfallintensityof640mm/handanenergyof 4Jmm1m2.ThisrainfallenergyiscomparablewiththeaveragerainfallenergyofValPiora(station Piotta;5.6Jmm1m2;[15]).Regardlessoftheconditions,ourobservationsrevealedshortsurfaceflow pathlengthsatthescaleofmeterswitharapidinfiltrationintoshallowalpinesoils(seeAppendixA.
Table1
ReviewofselectedS-factors(S).
Source function Description
Zingg[5] S¼ s
9
1:4 s=slopesteepnessinpercent
Musgrave[6] S¼ s
9
1:35 s=slopesteepnessinpercent
SmithandWhitt[7] S¼0:025þ0:052s4
3 s=slopesteepnessinpercent
Smith[8] S¼0:00650s2þ0:0453sþ0:065 s=slopesteepnessinpercent
Smith[8] S¼0:044þ0:10s0:00073s2 s=slopesteepnessinpercent
WischmeierandSmith[1] S¼65:4sinu2þ4:56sinuþ0:0654 u=slopesteepnessinradians
McCooletal.[9] S¼ sinu
0:00896
0:6 u=slopesteepnessinradians
Foster[10] S¼3ðsinuÞ0:8þ0:56 u=slopesteepnessinradians
McCooletal.[3] S¼16:8sinu0:5 u=slopesteepnessinradians
McCooletal.[3] S¼10:8sinuþ0:03 u=slopesteepnessinradians
Nearing[11] S¼ 1:5þ 17
1þe2:36:1sinu u=slopesteepnessinradians
Liuetal.[12] S¼21:91sinu0:96 u=slopesteepnessinradians
supplementarymaterial).Ourmeasurementsandobservationsshow,thatpotentialflowpathswithout consideringinfiltrationisnotrealisticforalpineenvironmentsandthus,requestingamaximalflow thresholdfortheestimationoftheslopelengthfactorL.McCooletal.[16]andWinchelletal.[14]limited theslope lengthto a maximalthresholdof 333m(1000feet)aslonger slopelength appearonly occasionally.AccordingtoMcCooletal.[16],theusualthresholdinmanycasesis121m(400feet).Asa compromiseoftheir suggestionandourobserved shortflowpathlengthsintheSwissAlps,wedecidedto limitthemaximalflowlengthto100m.
ThethresholdisimplementedasaconditioneitherdirectlyinSAGAGISorinRSAGAaftercreating theflowaccumulationgrid:
Aalpinei;jin ¼ifelseAi;jin >thresh;thresh;Ai;jin ð7Þ
whereAalpinei,j-inistheconstraintflowaccumulationinm2attheinletofagridcell(i,j)consideringa
thresholdvaluethresh.ThatconstraintflowaccumulationvalueisinsertedintotheL-factorequation forthealpineenvironment(Eq.(8)):
Lalpinei;j¼
Aalpinei;jinþD2
mþ1
Amalpineþ1 i;jin
Dmþ2Xmi;j22:13m ð8Þ
LikewisetoEq.(2),DisthegridcellsizeinmandXi;jequalstosinai;jþcosai;jwhereai,jistheaspectof
thegridcell(i,j).Thecoefficientmistheratioofrill(β-value)tointerrillerosionaccordingtotheabove mentionedEqs.(3)and(4).
ForourcalculationofL-factorusinga2mresolutionDigitalElevationModel,themaximalflow lengthof100m,correspondstoathresholdof50cellsmultipliedbythecellsizeof2m(Fig.2).
Additionally, maximalflowpathlengthwasconstrainedbyafieldblockcadaster.Thecadaster defineshydrologicalunitsofcontinuousagriculturalland,thatareseparatedbylandscapeelements actingasflowboundaries(e.g.,forests,streets,urbanareas,waterbodies,orditches)followingthe approachofWinchelletal.[14].
ProposedadaptionoftheS-factor
In2014,weconductedatotalof16rainfallsimulationsonalpineslopestoassessthesoillossrates relatedtodifferentslopeinclinations(Table2;[17]).Theexperimentswereconductedatanorthand southfacingslopebothwithgrasslandcoverinthemountainsoftheUrserenValley,Switzerland.At eachslopetwotransectswereselectedwithslopegradientrangingfrom20to90%.Weusedafield hybridrainfallsimulatormodifiedafterSchindlerWildhaberetal.[18]withanintensityof60mmh1, whichiscomparabletoahighrainfalleventinthisarea.
Theexperimentalsitesshowedsmallvariationinvegetationcover,soilerodibility,andslopelength (duetotheeffectofslopeangle),thereforeallexperimentalplotswerenormalizedtoaveragevaluesof
therespectivefactors.S-factorswerefittedtoobservedsoillossversussineoftheslopeangleusingan exponential,power,andpolynomialequationtotheoriginaldatasetwithallobservationandadataset excludingoneoutlier(N 13),andthreeoutliers(N 12,13,16).ThenineregressionlinesyieldR2
estimatesbetween0.18and0.70,butdifferlargelywithincreasingslopesteepness.Thisrangeof S-factorswithincreasingsteepnessiscomparabletopreviousdevelopedempiricalS-factorequations (Table1,Fig.1).Therefore,wedecidedthatafittedfunction(SalpineinTable1,Fig.3)complyingthe
mostimportantS-factorsfromtheliteraturewouldbemostsuitabletodescribethesoillossbehavior
Fig.2.Constraintflowaccumulationgridwithamaximalflowpathlengthof100m.
Table2
RainfallsimulationmeasurementsatthetwostudysitesonsteepalpineslopesinSwitzerlandunderconsiderationofdifferent inclinationsandvegetationcover.
No inclination () vegetation cover(%) measuredsediment rate(tha1yr1) normalizedasediment rate(tha1yr1)
normalizedasedimentratewithout outliers(tha1yr1) 1 17 23 13.8 8.5 8.5 2 22 33 0.6 0.7 0.7 3 11 27 0.0 0.0 0.0 4 27 41 1.2 1.6 1.6 5 31 35 0.2 0.2 0.2 6 35 34 6.8 5.6 5.6 7 42 53 9.4 19.0 19.0 8 39 26 31.0 17.4 17.4 9 11 33 0.6 0.7 0.7 10 17 36 1.4 1.8 1.8 11 22 47 1.3 2.0 2.0 12 27 33 34.3 40.6 13 31 63 26.1 111.3 14 35 38 11.1 13.1 13.1 15 39 34 40.2 26.0 26.0 16 42 40 75.4 69.8 a
atsteepslopes.TheaggregatedSfunctionandisaquadraticpolynomicfunctionwithprogressive growth(Eq.(9)):
Salpine¼0:0005s2þ0:7956s0:4418 ð9Þ
wheresistheslopesteepnessinpercent.
SalpineisveryclosetotheempiricalnormalizedfunctionproposedbyMusgrave[6]foraslope
steepnessof9%.
TheSwissLS-factormapincludingtheAlps
TheresultingmodeledmeanLSalpine-factorofSwitzerlandis14.8.TheLS-factorincreaseswith
elevationgradientfromameanof7.0inthezone<1500ma.s.l.to30.4inthezone>1500ma.s.l.A clusterofhighestmeanLS-factorscanbefoundacrosstheAlps(Fig.4).ThelowestmeanLS-factorsare
Fig.3.ReviewandbehaviorofdifferentempiricalS-factorfunctionsandthefittedfunctionforsteepalpineenvironments (Salpine).
intheSwisslowlands.South-westernfacingslopeshavehigherLS-factors(17.6)comparedtoplain surfaces(0.04)andnorthfacingslopes(12.5).
Qualityassessmentandmethoduncertainties
TheoriginalLS-factorhasitsorigininempiricalfieldexperimentsandisdevelopedforamaximum slopesteepnessof50%. Validationofexistingequationsforslopesthataresteeper than50%isa challenge. However, while previous studies at inclinations >25% with approximately 20 plot measurements([19],24plots;[20],19plots;[12],9plots;[21],22plots;[18],6plots)weresuccessful indelineatingandS-factorequation,inourcasethevariabilityofthedataimpededauniquesolution oftheS-factorequation.Toaccountforthishighvariabilityandstillexistinguncertainty,theway forwardistoincludethevariabilityintheLS-factorcalculation.
WeinvestigatedthedeviationinpercentageofourproposedSalpinetoaconservativefunctionanda
ratherprogressivefunction.Theconservativefunction(Scons)isbasedonthetranslatedandscaledsine
functionsofEqs.(5)and(6)byMcCooletal.[3]withaproportionalandslightlydigressivegrowth.The progressivefunction(Sprog)isaquadraticpolynomicfunctionaccordingtoSmithandWhitt[7]witha
progressivegrowth,butahighercoefficientthantheherepresentedfittedfunctionSalpine(Eq.(10))for
Salpine.
Sprog¼0:00650s2þ0:0453sþ0:065 ð10Þ
wheresistheslopesteepnessinpercent.
Lowuncertaintyhasadeviationcloseto0%.Higherpercentagesequalstoahigherdeviationof Scons/progtoSalpine.
Fig.5.DeviationinpercentageofSalpinetoSconsasanindicatorofqualityfortheproposedSalpine-factor.Salpineisalumped S-factorofatotalof12empiricS-factorequationsoftheliterature(Eq.(9)).Itcanbeseenasanapproximationtothehighslope gradientsinalpineenvironments.SconscomplieswiththeproposedS-factorofMcCooletal.[3](Eqs.(5)and(6)).Thedeviation ispresentedinpercentage.
ThedeviationofSalpinetoSconsshowshigherdeviationsinareaswithlessslopegradiants(partsof
Swissmidland)(Fig.5).ThesteepslopeareasintheAlpshavedeviationsof25%–50%.Bothfunctions, SalpineandSconspredictthesteepalpine environmentin acomparable way.Thedeviationof the
progressiveS-factor(Sprog)andSalpinedivergemuchmoreintheAlpswhereastheequationsare
ratherfittinginflatterregions(Fig.6).Asharpedgeoflowdivergencetohighdivergenceismarkedby thenorthernAlpinefoothillwithincreasingslopegradients.
Thisrelationshipof deviationandslope gradientisnot surprisingastheuncertaintyofmany equationsriseswithslopesteepness(cf.Fig.3).García-Ruizetal.[22]identifiedanincreasingtrendof uncertaintyfor624measurederosionratesandslopegradientsacrosstheworldforslopesteepness >11.
TheLS-FactormapoftheSwissagriculturallanduseunitisvisuallycompatiblewiththe LS-factormapsof theEuropean Unionprovidedby Panagoset al.[23](Fig. 7).Incontrasttothe modeling of the total country area by Panagos et al. [23] we constrained the LS-factor to agriculturalsoilsincl.grasslandsusingafieldcadaster.Themaindifferencesarefoundonsteeper slopes>50%, whichhavebeenexcludedintheEuropeanapproach.Furthermore,theEuropean mapreliesontheconservativeEqs.(5)and(6)byMcCooletal.[3].Additionally,differentspatial resolutionsofDigital ElevationModels(2mversus25m) areinfluencingtheslope andaspect mappingandthustheLS-factor[24–26].
ItshouldbeconsideredthatthenumberofrainfallexperimentsfortheL-factor(n=19)andthe S-factor(S=16)isshortandlimitedonlytograsslandswhicharethepredominantlanduseatSwiss alpineslopes[27].Rainfallsimulationsinalpineenvironmentsaredifficulttoconductduetotheharsh terrainandclimateconditions.Often,thetemporalperiodformeasurementsislimitedbythelate meltoutofsnowcoverandtheshortvegetationperiod[28].TobettermodeltheS-factorforsteep
Fig.6. DeviationinpercentageofSalpinetoSprogasanindicatorofqualityfortheproposedSalpine-factor.Salpineisalumped S-factorofatotalof12empiricS-factorequationsoftheliterature(Eq.(9)).Itcanbeseenasanapproximationtothehighslope gradientsinalpineenvironments.SprogcomplieswiththeproposedS-factorofSmithandWhitt[7](Eq.(10)).Thedeviationis presentedinpercentage.
alpineslopesfurthermeasurements(e.g.,rainfallsimulationexperiments)areneededtoconstrain S-factorassessmentforsteepslopes.
Additionalinformation
Introduction
TheslopelengthfactorLandslopesteepnessfactorS,oftenlumpedtogetherasthetopographic factorLS.TheLS-factorisoneofthefactors(Rrainfallerosivity,Ccoverandmanagementfactor,Ksoil erodibility,Psupportpractices)oftheUniversalSoilLossEquation(USLE)anditsrevisedversion (RUSLE)[1,29].LSisafactorthatdescribestheinfluenceofthetopographytothesoilerosionriskby consideringthelengthofaslopeandtheinfluenceofsurfacerunoffwhichcanbeactiveonerodingsoil materialbeforeitinfiltratesorcontinuousasinterflow.Furthermore,itincludesthesteepnessofa slopeasrunoffonsteeperslopeshasahighergravityandthereforeismorerelevantforerosion.
WiththeavailabilityofDigitalElevationModelsthecalculationofLS-factorsinGISenvironments wasmadepossibleevenforlarge-scaleerosionmodelingapproaches.Winchelletal.[14]revealeda reasonableagreementofGIS-basedLS-factorandfieldmeasuredLS-factorsoftheUSNaturalResource InventorydatabasefortheMississippiCatchment.
Originally,theLS-factorwasassessedona9%steepslopewithalengthof22.13m(72.6feet)[1]. Owingtoitsempiricalcharacter,LS-factorsareusuallylimitedtoamaximumslopeangleof50% (26.6)[3,12].AsSwitzerlandisacountrywithahighelevationgradientfrom192ma.s.l.to4633ma.s. l.(meanelevation1288ma.s.l.)andameanslopegradientofupto36%(20),anotnegligiblefraction ofslopes(4.7%)exceedsthelimitationof50%.Yet,nouniformequationtoassesstheLS-factorforsteep slopeslikeinthealpineenvironmentofSwitzerlandwaspresentedtothescientificcommunity.Onlya fewstudiesaredealingwithLS-factorsonsteepslopes(e.g.[12]).Forexample,slopes>50%were disregardedinthemostrecentEuropeanUnion’sLS-factormapbyPanagosetal.[23].
Fig.7. LS-factorfortheSwissagriculturalarea(incl.Liechtenstein)embeddedintheEuropeanUnion’sLS-factormap(fortotal countryarea)byPanagosetal.[23].
Datastatement
RawdataweregeneratedatSwisstopoandprovidedonlyforscientificpurposes.Deriveddata supportingthefindingsofthisstudyareavailablefromthecorrespondingauthorSSonrequest. Acknowledgments
ThisworkwassupportedbytheSwissFederalOfficefortheEnvironment(FOEN)(grantnumbersN N222-0350andNP182-1535).TheauthorswouldliketothankChristineAlewellforthemethodological supportandPascalBircherfortheadviceindatahandlingwithSAGAGIS/RSAGAandtheupgradeofthe existingfieldblockcadasterofSwitzerland.OurthankgoestoM.Schulthess,C.Keller,N.Bongni,S. Rothenbühler,andA.Aeschbachforthesupportinthefieldandthefootage.TheauthorsthankSwisstopo formakingtheir dataavailableforthisresearch.Theauthorswouldliketothanktwoanonymousreferees fortheirvaluablecommentsandsuggestionstoimprovethequalityofthepaper.
AppendixA.Supplementarydata
Supplementarymaterialrelatedtothisarticlecanbefound,intheonlineversion,atdoi:https://doi. org/10.1016/j.mex.2019.01.004.
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