Threshold for initiation of motion of unimodal and bimodal sediments

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摘要 Experimentaldata,obtainedfrompreviousstudies,onCriticalTractiveStress(CTS)ofnon-uniformsediments,havebeenusedtoverifytheadequacyofexistingrelationshipsforCTSofnon-uniformbimodalsediments.Keepinginviewtheperformanceofsuchrelationships,anewrelationshipforcomputationofdimensionlessCTSofindividualsizefractionofnon-uniformunimodalandbimodalsedimentshasbeenproposedintheformofpowerlaw.Thecoefficientandexponentoftheproposedpowerlawhavebeenempiricallycorrelatedwithsedimentcharacteristicsforavailablesedimentdata.Theproposedrelationshiphasbeenvalidatedwithindependentflumeandfielddatatoassesstheirapplicabilityforunimodalandbimodalsediments.
机构地区 不详
出版日期 2013年01月11日(中国期刊网平台首次上网日期,不代表论文的发表时间)
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