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dc.contributor.authorOliver A. Heijmeijer
dc.contributor.authorArno J. Nobel
dc.contributor.authorGeert Keetels
dc.contributor.authorCees van Rhee
dc.date.accessioned2022-05-07T21:23:46Z
dc.date.available2022-05-07T21:23:46Z
dc.date.issued2022-02-26
dc.identifier.other(ASCE)HY.1943-7900.0001949.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283676
dc.description.abstractDredging is the relocation of soil. Before the soil can be transported, it has to be loosened. This can be done hydraulically (jetting) or mechanically (cutting). Often, water jets are used to erode the soil layer. Over time, pickup functions have been derived to predict the amount of erosion corresponding to the flow conditions. However, existing pickup functions are inaccurate at high flow velocities. During the current study, erosion experiments have been done at high flow velocities (up to 4.7  m/s) corresponding to a bed shear stress of up to 60 Pa and a Shields parameter (θ) of up to 30. The results of these experiments were compared with a number of well-known data sets and pickup functions.
dc.publisherASCE
dc.titleHigh-Velocity Erosion of Sand
dc.typeJournal Paper
dc.journal.volume148
dc.journal.issue5
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/(ASCE)HY.1943-7900.0001949
dc.journal.fristpage04022005
dc.journal.lastpage04022005-11
dc.page11
dc.treeJournal of Hydraulic Engineering:;2022:;Volume ( 148 ):;issue: 005
dc.contenttypeFulltext


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