TECHNICAL NOTES
Nov 1, 1989

Applicability Index for Sand Transport Equations

Publication: Journal of Hydraulic Engineering
Volume 115, Issue 11

Abstract

Sediment transport relationships have been calibrated under a certain range of experimental conditions described here by three dimensionless parameters. For given stream-flow conditions, an applicability index is defined as the number of dimensionless parameters falling within the range of experimental values. An example involving four sediment transport equations applied to limited flow conditions illustrates the usefulness of the index. Good agreement between these four calculated rates of sediment transport is obtained when the index is high. At low values of the index, however, the discrepancies between the four equations can exceed several orders of magnitude. The Toffaleti method predicts very low transport rates for coarse sands. At larger flow depth, the equations of Toffaleti and of Ackers and White are sensitive to sediment size.

Get full access to this article

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

References

1.
Ackers, P., and White, W. R. (1973). “Sediment transport: new approach and analysis.” J. Hydr. Div., ASCE, 99(11), 2041–2060.
2.
Shen. H. W. (1971). “Total Sediment Load.” River mechanics, H. W. Shen ed., Fort Collins, Colo., 13‐1–13‐23.
3.
Shen, H. W., and Hung, C. S. (1971). “An engineering approach to total bed material load by regression analysis.” Proc. Sedimentation Symp., H. W. Shen, ed., Fort Collins, Colo., 14‐1–14‐17.
4.
Toffaleti, F. B. (1968). “A procedure for computation of the total river sand discharge and detailed distribution, bed to surface.” Technical Report No. 5, Committee on Channel Stabilization, Corps of Engrs., U.S. Army, Vicksburg, Miss., Nov.
5.
Williams, D. T. (1986). “Considerations in the selection of transport equations in sediment modeling.” River Mechanics, Report CER85‐86 PYJ‐28, Civ. Engrg. Dept., Colorado State Univ., Fort Collins, Colo., 126–142.
6.
Williams, D. T., and Julien, P. Y. (1987). “On the selection of sediment transport equations.” ASCE Nat. Conf. on Hydr. Engrg., ASCE, 925–929.
7.
Yang, C. T. (1973). “Incipient motion and sediment transport.” J. Hydr. Div., ASCE, 99(10), 1679–1704.
8.
Yang, C. T. (1987). “Sediment transport and unit stream power.” Civil engineering practice, vol. 5, Technomic Publishing Co., Lancaster, Pa.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 115Issue 11November 1989
Pages: 1578 - 1581

History

Published online: Nov 1, 1989
Published in print: Nov 1989

Permissions

Request permissions for this article.

Authors

Affiliations

David T. Williams
Res. Hydr. Engr., Hydr. Lab., USAE Waterways Experiment Station, Vicksburg, MS 39180
Pierre Y. Julien, Members, ASCE
Asst. Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 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