TECHNICAL PAPERS
May 1, 1988

Sampling Techniques for Gravel Sized Sediments

Publication: Journal of Hydraulic Engineering
Volume 114, Issue 5

Abstract

The methods commonly used for sampling the coarser surface layers of gravel‐bed streams are reviewed. It is found that while an areal sample is biased toward the coarser grains compared with a volumetric sample of the same material, the conversion formula suggested by a voidless cube model overcompensates for this effect. A modified version of the cube model that accounts for porosity is proposed. The modified cube model and tests conducted with areal sampling using wax indicate that area‐by‐weight analyses can be converted successfully to the equivalent bulk sieve analyses. The average depth of the wax samples ranged from D65-D91, increasing with median grain size. The equivalence of the grid by number and bulk sieve analyses is reaffirmed.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Church, M., McLean, D. G., and Wolcott, J. F. (1987). “River bed gravels: sampling and analysis.” Sediment transport in gravel bed rivers, C. R. Thorne, J. C. Bathurst, and R. D. Hey, eds., John Wiley and Sons, New York, N.Y., 43–79.
2.
Diplas, P., and Parker, G. (1985). “Pollution of gravel spawning grounds due to fine sediment.” Project Report No. 240, St. Anthony Falls Hydraulic Laboratory, University of Minnesota, Minneapolis, Minn.
3.
Ettema, R. (1984). “Sampling armor‐layer sediments.” J. Hydr. Engrg., ASCE, 110(7), 992–996.
4.
Gessler, J. (1968). “The beginning of bedload movement of mixtures investigated as natural armoring in channels.” Translation T‐5, W. M. Keck Laboratory of Hydraulics and Water Resources, California Institute of Technology, Pasadena, Calif.
5.
Gomez, B. (1983). “Temporal variations in bedload transport rates: the effect of progressive bed armouring.” Earth Surf. Processes Landforms, 8(1), 41–54.
6.
Kellerhals, R., and Bray, D. I. (1971). “Sampling procedures for coarse fluvial sediments.” J. Hydr. Div., ASCE, 97(8), 1165–1180.
7.
Komura, S. (1963). Discussion of “Sediment transportation mechanics: introduction and properties of sediment,” by Task Committee on Sedimentation, J. Hydr. Div., ASCE, 89(1), 263–266.
8.
Leopold, L. B. (1970). “An improved method for size distribution of stream bed gravel.” Water Resour. Res., 6(5), 1357–1366.
9.
Little, W. C., and Mayer, P. G., (1976). “Stability of channel beds by armoring.” J. Hydr. Div., ASCE, 102(11), 1647–1661.
10.
Parker, G. (1980). “Experiments on the formations of mobile pavement and static armor.” Technical Report, Dept. of Civil Engineering, University of Alberta, Edmonton, Canada.
11.
Parker, G., and Klingeman, P. C. (1982). “On why gravel bed streams are paved.” Water Resour. Res., 18(5), 1409–1423.
12.
Parker, G., Dhamotharan, S., and Stefan, H. (1982). “Model experiments on mobile paved gravel bed streams.” Water Resour. Res., 18(5), 1395–1408.
13.
Proffitt, G. T. (1980). “Selective transport and armouring of non‐uniform alluvial sediments,” thesis presented to University of Canterbury, at Christchurch, New Zealand, in partial fulfillment of the requirements for the Degree of Doctor of Philosophy.
14.
Proffitt, G. T., and Sutherland, A. J. (1980). “Self armouring of non‐uniform alluvial sediments.” Proceedings, 7th Australasian Hydraulics and Fluid Mechanics Conference, Brisbane, Australia, 225–228.
15.
Sahu, B. K. (1964). “Transformation of weight frequency and number frequency data in size distribution studies of clastic sediments.” J. Sedimentary Petrology, 34(4), 768–773.
16.
Williman, E. B. (1975). “Development of armoured surfaces in stream bed channels,” thesis presented to University of Canterbury, at Christchurch, New Zealand, in partial fulfillment of the requirements for the degree of Master of Engineering.
17.
Wolman, M. G. (1954). “Method of sampling coarse river bed material.” Trans. Am. Geophysical Union, 35(6), 951–956.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 114Issue 5May 1988
Pages: 484 - 501

History

Published online: May 1, 1988
Published in print: May 1988

Permissions

Request permissions for this article.

Authors

Affiliations

Panayiotis Diplas
Postdoctoral Assoc., Inst., of Hydr. Res., Dept. of Civ. and Envir. Engrg., Univ. of Iowa, Iowa City, IA 52242
Alex J. Sutherland
Reader, Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share