TECHNICAL NOTES
Dec 1, 1992

New Total Sediment‐Load Sampler

Publication: Journal of Hydraulic Engineering
Volume 118, Issue 12

Abstract

A new total sediment-load sampler is designed and tested in a flume. The new instrument consists of a bed-load sampler and a suspended-load sampler, both attached to a supporting frame. The suspended-load sampler consists of seven intake nozzles, which are connected to plastic hoses and operated by pumps. The bed-load sampler consists of a nozzle connected to a 150 μm or 240 μm-nylon bag. At the upper side of the bag, a 500 μ nylon patch (0.1×0.15 m2) is present to reduce the blocking effect by fine particles. The bed load sampler is connected to a swing arm, which can move upward and downward to allow good contact between the sampler nozzle and the bed. The hydraulic coefficient of the bed-load sampler is found to be very close to unity for filling percentages of the bag up to 50%. The sampling efficiency of the bed-load sampler is found to be somewhat larger than unity (1.2 to 1.4) at low transport rates (velocity smaller than 0.5 m/s).

Get full access to this article

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

References

1.
Beschta, R. L. (1981). “Increased bag size improves Helley‐Smith bed load sampler for use in streams with high sand and organic matter transport.” Symp. Erosion and Sediment Transport Measurement, Florence, Italy.
2.
Carey, W. P. (1985). “Variability in measured bed‐load transport rates.” Water Resour. Bulletin, 21(1).
3.
Einstein, A. H. (1937). “Die Eichung des im Rhein verwendeten Geschiebefángers.” Schweizer, Bauzeitung, 110(12), (in German).
4.
Emmett, W. W. (1980). “A field calibration of the sediment‐trapping characteristics of the Helley‐Smith bed‐load sampler.” Geological Survey Professional Paper 1139, Washington, D.C.
5.
Helley, E. J., and Smith, W. (1971). Development and calibration of a pressure‐difference bed load sampler. U.S. Geological Survey, Menlo Park, Calif.
6.
Hubbell, D. W. (1964). “Apparatus and techniques for measuring bed‐load.” Geological Survey Water‐Supply Paper 1748, Washington, D.C.
7.
Hubbell, D. W., Stevens, H. H., Skinner, J. V., and Beverage, J. P. (1985). “New approach to calibrating bed‐load samplers.” J. Hydr. Engrg., ASCE, 111(4), 677–695.
8.
Van Rijn, L. C. (1986). “Manual sediment transport measurements.” Report S304, Delft Hydr., Delft, The Netherlands.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 118Issue 12December 1992
Pages: 1686 - 1691

History

Published online: Dec 1, 1992
Published in print: Dec 1992

Permissions

Request permissions for this article.

Authors

Affiliations

Leo C. Van Rijn
Sr. Engr., Delft Hydr., P.O. Box 152, Emmeloord, The Netherlands
Moustafa T. K. Gaweesh
Sr. Res., The Hydr. and Sediment Res. Inst., Delta Barrage, Egypt

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