TECHNICAL PAPERS
Dec 1, 1983

Comparison of Open Channel Constriction Ratings

Publication: Journal of Hydraulic Engineering
Volume 109, Issue 12

Abstract

Among the few equations suggested for calculating the discharge or the backwater due to open channel constrictions, the submerged flow method provides a promising approach. In other studies reported earlier, the submerged flow method had been compared to other methods using the same set of data for both calibration and verification of the equation. In this study, two sets of data collected in two independent laboratory studies have been utilized. The first set has been used to calibrate the submerged flow equation, while the second set has been utilized to verify the calibrations. Furthermore, the submerged flow equation was compared with other methods suggested by earlier investigators for the same set of data. The results showed very consistent discharge estimation by the submerged flow method.

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References

1.
Barrett, J. W. H., and Skogerboe, G. V., “Computing Backwater at Open Channel Constrictions,” Journal of the Hydraulics Division, ASCE, Vol. 99, No. HY7, July, 1973, pp. 1043–1056.
2.
Bradley, J. N., Hydraulics of Bridge Waterways, Hydraulic Design Series No. U.S. Department of Transportation/Federal Highway Administration, Revised edition, March 1978.
3.
Kindsvater, C. E., and Carter, R. W., “Tranquil Flow Through Open Channel Constrictions,” Transactions, ASCE, Vol. 120, 1955, pp. 955–980.
4.
Matthai, H. F., Measurement of Peak Discharge at Width Constrictions by Methods, U.S. Department of the Interior: Techniques of Water Resources Investigations of the United States Geological Survey, Book 3, Chapter A‐4, 1967.
5.
Schneider, V. R., Board, J. W., Colson, B. E., Lee, F. N., and Druffel, L., “Computation of Backwater and Discharge at Width Constrictions of Heavily Vegetated Flood Plains,” U.S. Geological Survey, Available from U.S. Department of Commerce, National Technical Information Service, Publication No. PB266‐418, Feb., 1977.
6.
Skogerboe, G. V., and Hyatt, M. L., “Analysis of Submergence in Flow Measuring Flumes,” Journal of the Hydraulics Division, ASCE, Vol. 93, No. HY4, July, 1967, pp. 183–200.
7.
Skogerboe, G. V., Austin, L. H., and Chang, K. T., “Subcritical Flow at Open Channel Structures: Bridge Constrictions,” Report PRWG71‐2, Utah Water Research Laboratory, College of Engineering, Utah State University, Logan, Utah, Sept., 1970.
8.
Skogerboe, G. V., Barrett, J. W. H., Walker, W. R., and Austin, L. H., “Comparison of Bridge Backwater Relations,” Journal of the Hydraulics Division, ASCE, Vol. 99, No. HY6, June, 1973, pp. 921–938.
9.
United States Department of the Interior, Geological Survey. Summary of laboratory data on flow through channel constrictions. Data collected by C. E. Kindsvater, H. J. Tracy, and R. W. Carter during 1951–1953 at the Georgia Institute of Technology and the University of Illinois. Obtained from J. H. Tracy and H. H. Barnes, Jr. of the Geological Survey, with G. V. Skogerboe, Aug.–Sept., 1966.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 109Issue 12December 1983
Pages: 1589 - 1602

History

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

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Authors

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Abbas A. Fiuzat, A. M. ASCE
Asst. Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, Colo.
Gaylord V. Skogerboe, M. ASCE
Prof., Dept. of Agr. and Chem. Engrg., Colorado State Univ., Fort Collins, Colo.

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