TECHNICAL PAPERS
Jun 1, 1983

Accuracy of Surface Samples from Gravel Bed Material

Publication: Journal of Hydraulic Engineering
Volume 109, Issue 6

Abstract

Operator and sampling errors in the grid by the number sampling technique for river gravels result in differences between sample and population parameters. Differences between operators occur because of slight differences in stone selection procedure and are independent of sample size. Differences between samples occur because of random errors and these decrease with increasing sample size. Consequently, as sample size increases differences between operators become statistically significant even though physically they remain the same. This is illustrated by data for eight operators. Samples of 30, 60 and 100 show no significant differences but those for 120, 180 and 300 do show significant differences. At small sample sizes, sampling error is large and the sample parameters only approximately define population values. The sample size required to produce a prescribed level of accuracy can be determined from statistical theory and the equations needed are presented here. Where samples larger than 100 stones are used it will be necessary to minimize differences between operators by thorough training. For very large samples and high accuracy one operator must collect all the stones.

Get full access to this article

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

References

1.
Brush, L. C., “Drainage Basins, Channels and Flow Characteristics of Selected Streams in Central Pennsylvania,” Professional Paper 282‐F, U.S. Geological Survey, U.S. Government Printing Office, Washington, D.C., 1961.
2.
Kellerhals, R., and Bray, D. I., “Sampling Procedures for Coarse Fluvial Sediments,” Journal of the Hydraulics Division, ASCE, Vol. 97, No. HY8, Proc. Paper 8279, Aug., 1971, pp. 1165–1180.
3.
Krumbein, W. C., and Graybill, F. A., An Introduction to Statistical Models in Geology, McGraw‐Hill Book Co., Inc., New York, N.Y., 1965.
4.
Leopold, L. B., “An Improved Method for Size Distribution of Stream Bed Gravel,” Water Resources Research, Vol. 6, No. 5, Oct., 1970, pp. 1357–1366.
5.
Wolman, M. G., “A Method of Sampling Coarse River Bed Material,” Transactions of the American Geophysical Union, Vol. 35, No. 6, Dec., 1954, pp. 951–956.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 109Issue 6June 1983
Pages: 842 - 851

History

Published online: Jun 1, 1983
Published in print: Jun 1983

Permissions

Request permissions for this article.

Authors

Affiliations

Richard D. Hey
Lect., School of Environmental Sciences, Univ. of East Anglia, Norwich, U.K.
Colin R. Thorne
Assoc. Prof., Engrg. Research Center, Colorado State University, Fort Collins, Colo. 80523

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