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contributor authorDavid W. Hubbell
contributor authorHerbert H. Stevens, Jr.
contributor authorJohn V. Skinner
contributor authorJoseph P. Beverage
date accessioned2017-05-08T20:39:15Z
date available2017-05-08T20:39:15Z
date copyrightApril 1985
date issued1985
identifier other%28asce%290733-9429%281985%29111%3A4%28677%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22483
description abstractCyclic variations in bed load discharge at a point, which are an inherent part of the process of bed load movement, complicate calibration of bed load samplers and preclude the use of average rates to define sampling efficiencies. Calibration curves, rather than efficiencies, are derived by two independent methods using data collected with prototype versions of the Helley‐Smith sampler in a large calibration facility capable of continuously measuring transport rates across a 9 ft (2.7 m) width. Results from both methods agree. Composite calibration curves, based on matching probability distribution functions of samples and measured rates from different hydraulic conditions (runs), are obtained for six different versions of the sampler. Sampled rates corrected by the calibration curves agree with measured rates for individual runs.
publisherAmerican Society of Civil Engineers
titleNew Approach to Calibrating Bed Load Samplers
typeJournal Paper
journal volume111
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1985)111:4(677)
treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 004
contenttypeFulltext


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