Fuzzy Logic Algorithm for Runoff-Induced Sediment Transport From Bare Soil Surfaces

dc.contributor.author Tayfur, Gökmen
dc.contributor.author Özdemir, Serhan
dc.contributor.author Singh, Vijay P.
dc.coverage.doi 10.1016/j.advwatres.2003.08.005
dc.date.accessioned 2016-05-25T12:34:27Z
dc.date.available 2016-05-25T12:34:27Z
dc.date.issued 2003
dc.description.abstract Utilizing the rainfall intensity, and slope data, a fuzzy logic algorithm was developed to estimate sediment loads from bare soil surfaces. Considering slope and rainfall as input variables, the variables were fuzzified into fuzzy subsets. The fuzzy subsets of the variables were considered to have triangular membership functions. The relations among rainfall intensity, slope, and sediment transport were represented by a set of fuzzy rules. The fuzzy rules relating input variables to the output variable of sediment discharge were laid out in the IF-THEN format. The commonly used weighted average method was employed for the defuzzification procedure. The sediment load predicted by the fuzzy model was in satisfactory agreement with the measured sediment load data. Predicting the mean sediment loads from experimental runs, the performance of the fuzzy model was compared with that of the artificial neural networks (ANNs) and the physics-based models. The results of showed revealed that the fuzzy model performed better under very high rainfall intensities over different slopes and over very steep slopes under different rainfall intensities. This is closely related to the selection of the shape and frequency of the fuzzy membership functions in the fuzzy model. en_US
dc.identifier.citation Tayfur, G., Özdemir, S., and Singh, V. P. (2003). Fuzzy logic algorithm for runoff-induced sediment transport from bare soil surfaces. Advances in Water Resources, 26(12), 1249-1259. doi:10.1016/j.advwatres.2003.08.005 en_US
dc.identifier.doi 10.1016/j.advwatres.2003.08.005
dc.identifier.doi 10.1016/j.advwatres.2003.08.005 en_US
dc.identifier.issn 0309-1708
dc.identifier.scopus 2-s2.0-0242658864
dc.identifier.uri http://doi.org/10.1016/j.advwatres.2003.08.005
dc.identifier.uri https://hdl.handle.net/11147/4659
dc.language.iso en en_US
dc.publisher Elsevier Ltd. en_US
dc.relation.ispartof Advances in Water Resources en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Artificial neural networks en_US
dc.subject Fuzzy logic en_US
dc.subject Physics-based model en_US
dc.subject Sediment transport en_US
dc.title Fuzzy Logic Algorithm for Runoff-Induced Sediment Transport From Bare Soil Surfaces en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.institutional Tayfur, Gökmen
gdc.author.institutional Özdemir, Serhan
gdc.author.yokid 130950
gdc.bip.impulseclass C4
gdc.bip.influenceclass C4
gdc.bip.popularityclass C4
gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.department İzmir Institute of Technology. Mechanical Engineering en_US
gdc.description.department İzmir Institute of Technology. Civil Engineering en_US
gdc.description.endpage 1256 en_US
gdc.description.issue 12 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.startpage 1249 en_US
gdc.description.volume 26 en_US
gdc.description.wosquality Q1
gdc.identifier.openalex W2029235078
gdc.identifier.wos WOS:000186662500004
gdc.index.type WoS
gdc.index.type Scopus
gdc.oaire.accesstype BRONZE
gdc.oaire.diamondjournal false
gdc.oaire.impulse 5.0
gdc.oaire.influence 1.08821485E-8
gdc.oaire.isgreen true
gdc.oaire.keywords Fuzzy logic
gdc.oaire.keywords Physics-based model
gdc.oaire.keywords Artificial neural networks
gdc.oaire.keywords Sediment transport
gdc.oaire.popularity 2.2956568E-8
gdc.oaire.publicfunded false
gdc.oaire.sciencefields 0207 environmental engineering
gdc.oaire.sciencefields 02 engineering and technology
gdc.openalex.collaboration International
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gdc.openalex.normalizedpercentile 0.93
gdc.openalex.toppercent TOP 10%
gdc.opencitations.count 74
gdc.plumx.crossrefcites 54
gdc.plumx.mendeley 68
gdc.plumx.scopuscites 86
gdc.scopus.citedcount 86
gdc.wos.citedcount 68
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