TECHNICAL PAPERS
Nov 1, 1990

Rating Correction for Lateral Settlement of Parshall Flumes

Publication: Journal of Irrigation and Drainage Engineering
Volume 116, Issue 6

Abstract

A 3‐in. (7.62‐cm) Parshall flume is installed in a channel and flow rates are measured with lateral flume crest slopes of 0, 3.6, 6.5, 9.0, 13.3, -3.8, -4.8, -7.2, and -11.8%. The apparent discharge is compared to the measured discharge for each slope with free outfall conditions. The results indicate that the Parshall flume accuracy is in error approximately 7% at a lateral slope of ±10%. It is determined that the flow measurement requires a 0.75% adjustment for each 1% of lateral settlement at the flume crest. A method for correcting the apparent discharge with the measured discharge is presented for variable lateral slope conditions.

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References

1.
Abt, S. R., Thompson, K., and Staker, K. (1989). “Discharge correction for longitudinal settlement of Parshall flumes.” Trans., American Society of Agricultural Engineers, 32(5), 1541–1544.
2.
Bos, M. G., ed. (1978). “Discharge measurement structures.” 2nd ed., Publication No. 20, Int. Inst. for Land Reclamation and Improvement/ILRI, Wegeningen, The Netherlands, 243–269.
3.
Cone, V. M. (1917). “The Venturi flume.” J. Agricultural Res., 9(4), 115–123.
4.
Davis, R. W., and Deutsch, S. (1980). “A numerical‐experimental study of Parshall flumes.” Journal Hydraul. Res., 18(2), 135–152.
5.
Parshall, R. L. (1926). “The improved Venturi flume.” Trans., ASCE, 89, 841–851.
6.
Parshall, R. L., and Rohwer, C. (1921). “The Venturi flume.” Bulletin No. 265, Agric. Experiment Station, Colorado Agric. Coll., Fort Collins, Colo., Feb. 25.
7.
Robinson, A. R. (1957). “Parshall measuring flume of small sizes.” Technical Bulletin No. 61, Agric. Experiment Station, Colorado State Univ., Fort Collins, Colo.
8.
Robinson, A. R. (1965). “Simplified flow corrections for Parshall flumes under submerged conditions.” Civil Engineering, ASCE, 35(9), 75.
9.
Skogerboe, G. V., et al. (1967). “Design and calibration of submerged open channel flow measurement structures, Part 2—Parshall flumes.” Report WG31‐3, Utah Water Res. Lab., Utah State Univ., Logan, Utah, Mar.
10.
Water measurement manual. (1984). U.S. Dept. of the Interior, U.S. Government Printing Office, 2nd Ed., Denver, Colo.
11.
Wu, T. Y. (1971). “Effects of settlement on flume ratings.” Water Mgmt. Tech. Report No. 12, AET‐71–72.TYWIV, Colorado State Univ., Aug.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 116Issue 6November 1990
Pages: 797 - 803

History

Published online: Nov 1, 1990
Published in print: Nov 1990

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Authors

Affiliations

Steven R. Abt, Member, ASCE
Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523
Kenneth J. Staker
Res. Asst., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO

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