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Motion of single particles in sand channels

dc.contributor.authorGrigg, Neil S., author
dc.contributor.authorU.S. Geological Survey, Water Resources Division, publisher
dc.date.accessioned2016-12-19T15:47:09Z
dc.date.available2016-12-19T15:47:09Z
dc.date.issued1969-06
dc.descriptionCER68-69NSG-42.
dc.descriptionOpen-file report.
dc.descriptionIncludes bibliographical references (pages 127-130).
dc.descriptionJune 1969.
dc.description.abstractThe motion of single particles over ripple and dune beds was investigated in a laboratory flume. Statistical properties of the step lengths, rest periods and bed profiles were calculated and analyzed. Seven different runs were made to detect the variation of particle motion with hydraulic conditions. Two bed material sizes were used. The investigation was made possible through the use or single high-activity radioactive particles. Medical tracer particles with specific gravity of approximately 2.65 were used. Median diameters were approximately 0.33 and 0.45 mm. In general, the tracers proved quite satisfactory for studies of this type. The measurement of the statistical properties of particle motion made possible the evaluation of a general two-dimensional stochastic dispersion model developed by Sayre and Conover (1967). It was found that the model predicted well the mean velocity of the centroid of a group of particles but under predicted the rate of spreading of their concentration distribution. Other observations suggested that the assumptions made in the development of the model are too restrictive. The particle step lengths followed the gamma distribution and the rest periods followed the exponential distribution. Parameters of the distributions related to flow conditions in a predictable manner. The distribution of bed form lengths followed a gamma distribution indicati.ng a relation between step length and bed form length. The relation is most evident in the dune range. Good correlations between particle motion, hydraulic conditions and bed properties give promise that bed-load movement can be predicted either from a knowledge of hydraulic conditions or the statistical properties of the sand waves. The probability distribution for elevations of deposition is investigated through an equation relating conditional and unconditional rest periods. These investigations, along with other observations made during the tests, suggest that most deposition and erosion occurs below the mean bed elevation. Some inferences are made from this deduction about the detailed processes of sediment transport and bed form migration. The results of the study show that previously developed simple models may, not be adequate to fully describe particle motion. The experimental techniques developed can be used to study further the mechanism .of particle motion to define in a more general fashion the relations between sediment motion, sediment properties and hydraulic conditions.
dc.format.mediumreports
dc.identifier.urihttp://hdl.handle.net/10217/178741
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relationCatalog record number (MMS ID): 991012754019703361
dc.relationTA7.C6 CER 68/69-42
dc.relation.ispartofCivil Engineering Reports
dc.relation.ispartofCER, 68/69-42
dc.rightsCopyright and other restrictions may apply. User is responsible for compliance with all applicable laws. For information about copyright law, please see https://libguides.colostate.edu/copyright.
dc.subject.lcshParticles
dc.subject.lcshSand waves
dc.titleMotion of single particles in sand channels
dc.typeText
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