TECHNICAL PAPERS
Apr 1, 1985

Hydrodynamic Pressures Acting upon Hinged‐Arc Gates

Publication: Journal of Hydraulic Engineering
Volume 111, Issue 4

Abstract

A new method for calculating the mean value of the local hydrodynamic pressure acting upon a hinged gate and a mathematical model of pressure pulsation are developed. The mean hydrodynamic pressure at an optional point on the surface of a hinged gate is obtained by using the Bernoulli equation and model test data. The problem of the pulsation phenomenon of hydrodynamic pressure is solved by considering the random character of the process and by making measurements of pressure fluctuation. Numerical analysis of the results obtained make it possible to determine the autocorrelation function and the power spectral density function and, in consequence, to draw conclusions concerning the character of and reasons for the pulsation phenomenon of the pressure. As a result of the investigations, a normalized power density spectrum equation, which characterized the frequency of the pressure pulsation, is derived.

Get full access to this article

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

References

1.
Bendat, J. S., and Piersol, A. G., “Random Data: Analysis and Measurement Procedures,” Wiley Interscience, New York, N.Y., 1971.
2.
Bolotin, W. W., “Statistical Methods in Structural Mechanics,” Arkady, Warszawa, 1968 (in Polish).
3.
Fanti, K., “Analysis of Some Phenomena Occurring During the Flow of Water Through Hinged Gate,” Politechnika Warszawska, Instytut Zaopatrzenia w Wode¸ i Budownictwa Wodnego, 1973 (in Polish).
4.
Haszpra, O., “Modelling Hydroelastic Vibrations,” Akademiai Kiado, Budapest, 1978.
5.
Kasprzak, W., and Lysik, B., “Dimensional Analysis in Experimental Design,” (in polish), Politechnika Wrocławska, 1974.
6.
Kolkman, P. A., “Flow‐Induced Gate Vibrations. Prevention of Self‐Excitation. Computation of Dynamic Gate Behaviour and the Use of Models,” Hydraulics Laboratory, Publication No. 164, Delft, 1976.
7.
Kostecki, S., and Winter, J., “Dynamics of Non‐Submerged Hinged Gates,” Raport ser. SPR nr 139, Instytut Geotechniki, Politechnika Wrocławska, Wrocław, 1981, (in Polish).
8.
Kostecki, S., “Coupled Vibrations of the Tilting Gate and Surrounding Water,” Proceedings, International Association for Hydraulic Research, Vol. VI, Sept., 1983, pp. 198–205.
9.
Knapp, F. H., “Ausfluss, Uberfall und Durchfluss in Wasserbau,” Verlag G. Braun, Karlsruhe, 1960.
10.
Martin, W. W., Naudascher, E., and Padmonbhan, M., “Fluid‐Dynamic Excitation Involving Flow Instability,” Journal of the Hydraulics Division, ASCE, Vol. 101, No. HY6, Proc. Paper 11361, June, 1975, pp. 681–698.
11.
Naudascher, E., and Locher, F. A., “Flow‐Induced Forces on Protruding Walls,” Journal of the Hydraulics Division, ASCE, Vol. 100, No. HY2, Proc. Paper 10347, Feb., 1974, pp. 295–313.
12.
Oppenheim, A. V., and Schafer, R. W., Digital Signal Processing, Prentice‐Hall, Inc., Englewood Cliffs, N.J., 1975.
13.
Otnes, R. K., and Enochson L., “Numerical Analysis of Time Series,” WNT, Warszawa, 1978 (in Polish).
14.
Papoulis, A., Probability, Random Variables and Stochastic Processes, McGraw‐Hill, Inc., 1965.
15.
Rogala, R., “Entrainement d'air par lame deversante,” La Houille Blanche, No. 1/1981.
16.
Rogala, R., “Determination of Dynamic Loads of Hinged Gates,” Prace Naukowe Instytutu Inżynierii Sanitarnej i Wodnej Politechniki Wrocławskiej, No. 6, Studia i Materiały, nr 5, Wrocław, 1970.
17.
Rogala, R., and Winter, J., “Analysis of the Hydrodynamic Pressure Pulsation with Regard to Structural Safety,” Proceedings, XX Congress of the International Association for Hydraulic Research, Vol. VI, Sept., 1983, pp. 316–320.
18.
Tarnowski, A., “Characteristics of Vertical Hydrodynamic Load of Hinged Gates in Free Jet,” Praca doktorska, IBW‐PAN, Gdańsk, 1974, (in Polish).
19.
White, F. M., Fluid Mechanics, McGraw‐Hill Book Co., Inc., New York, N.Y., 1979.
20.
Winter, J., “Analysis of Hydrodynamic Pressure Pulsation Acting upon a Hinged Gate,” Gospodarka Wodna No. 11–12/1982 (in Polish).
21.
Zierep, J., “Ahnlichkeitsgesetze und Modellregeln der Stromungslehre,” G. Braun, Karlsruhe, 1972.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 111Issue 4April 1985
Pages: 584 - 599

History

Published online: Apr 1, 1985
Published in print: Apr 1985

Permissions

Request permissions for this article.

Authors

Affiliations

Ryszard Rogala
Prof., Inst., of Geotechnical Science, Technical Univ. of Wrocław, Poland
Jan Winter
Dr., Inst., of Geotechnical Science, Technical Univ. of Wrocław, Poland

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