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dc.contributor.authorYasa, R.
dc.contributor.authorEtemad
dc.date.accessioned2017-05-09T01:11:35Z
dc.date.available2017-05-09T01:11:35Z
dc.date.issued2014
dc.identifier.issn0892-7219
dc.identifier.otheromae_136_01_011702.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/156029
dc.description.abstractReliable prediction of scour depth is important in engineering analysis concerned with pipeline stability. The aim of this study is to develop an accurate formula for prediction of the currentinduced scour depth under pipelines. Previous experimental data are collected and used as a database by which to study the effect of different parameters on the scour depth. Decision tree and nonlinear regression approaches are used to develop engineering design formulae for estimation of the current induced scour depth in both live bed and clear water conditions. It is demonstrated that the proposed formulas are more accurate than previous ones in predicting the scour depth in all conditions. Probabilistic formulas are also presented for different levels of risk, aimed at safe and economic design of submerged pipelines.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleClassification and Regression Trees Approach for Predicting Current Induced Scour Depth Under Pipelines
dc.typeJournal Paper
dc.journal.volume136
dc.journal.issue1
dc.journal.titleJournal of Offshore Mechanics and Arctic Engineering
dc.identifier.doi10.1115/1.4025654
dc.journal.fristpage11702
dc.journal.lastpage11702
dc.identifier.eissn1528-896X
dc.treeJournal of Offshore Mechanics and Arctic Engineering:;2014:;volume( 136 ):;issue: 001
dc.contenttypeFulltext


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