TECHNICAL PAPERS
Nov 1, 1983

Approach‐Flow Effects on Downpull of Gates

Publication: Journal of Hydraulic Engineering
Volume 109, Issue 11

Abstract

The effects of various approach‐flow conditions upon the down‐pull, the local pressures, and the discharge characteristics have been investigated for intake gates. Laser‐Doppler‐Anemometry measurements near the separation point of the gate bottom permit detailed specification of turbulence conditions. The partly strong variation of down‐pull and discharge coefficient for the different approach flows considered is traced to the sensitivity of the separated‐flow pattern near bluff bodies to freestream turbulence, and to changes in the mean‐flow incidence. For the particular gate studied, local flow separation from a protruding bottom girder and the placement of a trash‐rack‐like grid at a short distance upstream from the gate are shown to yield opposite effects on the downpull coefficient as compared to mere freestream turbulence. In analogy to the observations of flows around prisms, two separated‐flow regimes with and without reattachment are identified in the flow around the gate bottom, and the observed effects of turbulence on the downpull and discharge are interpreted in terms of changes in the separation patterns. The results can be generalized and applied to geometrical configurations other than those studied.

Get full access to this article

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

References

1.
Bearman, P. W., “An Investigation of the Forces on Flat Plates Normal to a Turbulent Flow,” Journal of Fluid Mechanics, London, England, Vol. 46, 1971, pp. 177–198.
2.
Bearman, P. W., “Some Measurements of the Distortion of Turbulence Approaching a Two‐dimensional Bluff Body,” Journal of Fluid Mechanics, London, England, Vol. 53, 1972, pp. 451–467.
3.
Bergholz, J., “Bestimmung der Turbulenz‐ und Geschwindigkeitsverteilungen mittels Laser‐Doppler‐Anemometrie und deren Einfluss auf die Druckverteilung an einem unterströmten Schützmodell,” Vertieferarbeit No. 483, Institut für Hydromechanik, Universität Karlsruhe, Germany, 1981.
4.
Gartshore, I. S., “The Effects of Freestream Turbulence on the Drag of Rectangular Two‐dimensional Prisms,” Research Report BLWT‐4‐73, Boundary Layer Wind Tunnel Laboratory, Faculty of Engineering Science, Univ. of Western Ontario, Ontario, Canada, 1973.
5.
George, W. K., “Processing of Random Signals,” Proceedings of the Dynamic Flow Conference, Marseille, France, 1978, pp. 757–793.
6.
Hinze, J. O., Turbulence, McGraw‐Hill Book Co., New York, Toronto, London, 1959, pp. 39–42.
7.
Hunt, J. C. R., “A Theory of Turbulent Flow Round Two‐dimensional Bluff Bodies,” Journal of Fluid Mechanics, London, England, Vol. 61, 1973, pp. 625–706.
8.
Jenkins, G. M. and Watts, D. G., Spectral Analysis and its Applications, 2nd ed., Holden‐day, San Francisco, 1969, Chapter 6.
9.
Kwok, K. C. S., and Melbourne, W. H., “Freestream Turbulence Effects on Galloping,” Journal of the Engineering Mechanics Division, ASCE, Vol. 106, No. EM2, Proc. Paper 15356, Apr., 1980, pp. 273–288.
10.
Laneville, A. and Parkinson, G. V., “Effects of Turbulence on Galloping of Bluff Cylinders,” Proceedings, Third International Conference on Wind Effects on Buildings and Structures, Saikon Co., 1971, pp. 787–798.
11.
Laneville, A., Gartshore, I. G. and Parkinson, G. V., “An Explanation of some Effects of Turbulence on Bluff Bodies,” Proceedings, Fourth International Conference on Wind Effects on Buildings and Structures, Cambridge University Press, 1975.
12.
Laneville, A. and Williams, C. D., “The Effect of Intensity and Large Scale Turbulence on the Mean Pressure and Drag Coefficients of Two‐dimensional Rectangular Cylinders,” Fifth International Conference on Wind Engineering, Fort Collins, Colo., 1979.
13.
Meier, H. J., “Messungen der hydrodynamischen Belastung an unterströmten Schützen mit leicht geneigter Sohle,” Vertieferarbeit No. 474, Institut für Hydromechanik, Universität Karlsruhe, Germany, 1980.
14.
Melbourne, W. H., “Turbulence Effects on Maximum Surface Pressures—A Mechanism and Possibility of Reduction,” Fifth International Conference on Wind Engineering, Fort Collins, Colo., 1979.
15.
Mills, R. R., Jr. and Corrsin, S., “Effect of Contraction on Turbulence and Temperature Fluctuations Generated by a Warm Grid,” NASA‐Memorandum 5‐5‐59W, Washington, May, 1959.
16.
Naudascher, E., Kobus, H., and Rao, R. R. R., “Hydrodynamic Analysis for High‐Head Gates,” Journal of the Hydraulics Divisbn, ASCE, Vol. 90, No. HY3, Proc. Paper 3904, May, 1964, pp. 155–192.
17.
Naudascher, E., and Locher, F., “Flow‐Induced Forces on Protruding Walls,” Journal of the Hydraulics Division, ASCE, Vol. 100, No. HY2, Proc. Paper 10347, Feb., 1974, pp. 295–313.
18.
Rockwell, D. O., “Organized Fluctuations Due to Flow Past a Square Cross Section Cylinder,” Transactions, ASME, Journal of Fluids Engineering, Vol. 99, Sept., 1977, pp. 511–516.
19.
Schanz, H. W., “Experimentelle Untersuchung der hydrodynamischen Beanspruchung von Tiefschützen,” Diplomarbeit No. 434, Institut für Hydromechanik, Universität Karlsruhe, Germany, 1978.
20.
Tan‐atichat, J., Nagib, H. M. and Drubka, R. E., “Effects of Axisymmetric Contractions on Turbulence of Various Scales,” NASA Contractor Report 165136, Illinois Institute of Technology, Chicago, Ill., Sept., 1980, pp. 202–203.
21.
Van Atta, C. W., “Sampling Techniques in Turbulence Measurements,” Annual Review of Fluid Mechanics, Vol. 6, 1974, pp. 75–91.
22.
Vickery, B. J., “Fluctuating Lift and Drag on a Long Cylinder of Square Cross‐Section in a Smooth and in a Turbulent Stream,” Journal of Fluid Mechanics, London, England, Vol. 25, 1966, pp. 481–494.
23.
Wedding, J. B., Robertson, J. M., Peterka, J. A., and Akins, R. E., “Spectral and Probability‐Density Nature of Square‐Prism Separation‐Reattachment Wall Pressures,” Journal of Fluids Engineering, Vol. 100, Dec., 1978, pp. 485–492.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 109Issue 11November 1983
Pages: 1521 - 1539

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

Nguyen D. Thang
Research Engr., Inst., of Hydromechanics, Univ. of Karlsruhe, 7500 Karlsruhe 1 Kaiserstr. 12, Germany
Eduard Naudascher, F. ASCE
Prof. and Dir., Inst., of Hydromechanics, Univ. of Karlsruhe, Karlsruhe, Germany

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