Research Article
Apr 1982
Bedload and Size Distribution in Paved Gravel-Bed Streams
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 108, Issue 4
Abstract
Field data are used to study the size distribution of bedload in paved gravel-bed streams. Similarity analysis yields the results that all grain size ranges are of approximately equal transportability when the critical condition for breaking the pavement is exceeded. This result is only approximately correct due to deviations from similarity. However, it is adequate to justify development of a method for calculating total bedload, which requires only the subpavement median grain size rather than the size distribution. A method for calculating bedload size distribution that accounts for deviation from similarity is also developed.
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Published In
Journal of the Hydraulics Division
Volume 108 • Issue 4 • April 1982
Pages: 544 - 571
Copyright
© 1982 American Society of Civil Engineers.
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Published in print: Apr 1982
Published online: Feb 3, 2021
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Authors
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Gary Parker, M.ASCE
Assoc. Prof., St. Anthony Falls Hydraulic Lab., Univ. of Minnesota, Minneapolis, Minn. 55414
Peter C. Klingeman, M.ASCE
Prof., Dept. of Civ. Engrg., Oregon State Univ., Corvallis, Oreg.
David G. McLean
Research Officer, Western Canada Hydr. Lab., 1186 Pipeline Rd., Port Coquitham, B.C., Canada
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.