TECHNICAL NOTES
May 1, 1992

Small Parshall Flume Rating Correction

Publication: Journal of Hydraulic Engineering
Volume 118, Issue 5

Abstract

The Parshall flume is one of the most widely used instruments for measuring water discharge in open channels. However, field observations indicate that because the flume is subjected to field and climatic conditions, it may settle over time. A study was conducted at the Hydraulics Laboratory of Colorado State University to evaluate how settlement affects the accuracy of 1, 2, and 3 in. (2.54, 5.08, and 7.62 cm) Parshall flumes. The Parshall flumes were installed into a recirculating laboratory flume and tested for lateral slope, longitudinal slope, and combined lateral-longitudinal slope settlements. Flume slopes varied ±13% and were conducted for free outfall conditions. The results indicate that Parshall flume ratings can be corrected for lateral, longitudinal, and combined lateral-longitudinal slope conditions. Correction factors are derived for small Parshall flumes for lateral and longitudinal settlement. A procedure is presented to adjust the flow rating as a function of the slope, flow depth, and throat width.

Get full access to this article

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

References

1.
Abt, S. R., Thompson, K., and Staker, K. (1989). “Discharge correction for longitudinal settlement of Parshall flumes.” Trans., ASAE, 32(5), 1541–1544.
2.
Abt, S. R., and Staker, K. J. (1990). “Rating correction for lateral settlement of Parshall flumes.” J. of trig, and Drain. Engrg., ASCE, 116(6), 797–803.
3.
Parshall, R. L. (1926). “The improved Venturi flume.” Trans., ASCE, 89, 841–851.
4.
Parshall, R. L., and Rohwer, C. (1921). “The Venturi flume,” Bulletin No. 265.Agric. Experiment Station, Colorado Agric. College, Fort Collins, Colo.
5.
Wu, T. Y. (1971), “Effects of settlement on flume ratings.” Water Mgmt., Tech. Report No. 12; AET‐71–72‐TYWIV, Colorado State University, Fort Collins, Colo.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 118Issue 5May 1992
Pages: 798 - 803

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

Steven R. Abt, Member, ASCE
Prof. and Dir., Hydr. Lab., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523
Christopher Cook
Res. Asst., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO
Kenneth J. Staker
Res. Asst., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO
Derek D. Johns
Grad. Res. Asst., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO

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