Skip to main content
SpringerLink
Log in

Models for Study of the Hydrodynamic Actions on Hydraulic Structures

  • Chapter
Recent Advances in Hydraulic Physical Modelling

Part of the book series: NATO ASI Series ((NSSE,volume 165))

  • 242 Accesses

Abstract

In the conception of dams and appurtenant works, specially when they create high heads and/or are located in rivers with large discharges, special importance is assumed by the correct design of spillways.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Log in via an institution
Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 259.00
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 329.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 329.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • ANASTASI, G. et al., 1979. “Essais sur modèle hydraulique et études d’évacuateurs par rapport aux conditions de restitution”. Trans, of 13th Congress of ICOLD, Q.50, R.32, New Delhi, India.

    Google Scholar 

  • ARANDJOLOVIC, D., 1984. “Hydrodynamic loading of sill”. Beograd University. Beograd, Yugoslavia.

    Google Scholar 

  • BLEVINS, R. D., 1977. “Flow- induced vibration”. Van Nostrand Reinhold Company, New York, U.S.A.

    MATH  Google Scholar 

  • BREBBIA, C.A. et al., 1975. “Vibrations of engineering structures”. Computational Mechanics, Ltd., Southampton, U.K.

    Google Scholar 

  • BRISBANE, T.; KARAKI, S.,1979. “Stilling basin 3 hydraulic model study. Tarbela Dam Project. Indus River, Pakistan.” Colorado State University, Engineering Department, Engineering Research Center, Colorado, U. S. A.

    Google Scholar 

  • BRISBIESCA, J.S.; VISCAíNO, A.C, 1973. “Turbulence effects on the lining of stilling basins”. Trans, of 11th. Congress of ICOLD, Vol II, Q.41, R.83, Madrid, Spain.

    Google Scholar 

  • CâMARA, R.C.; PINA, C. A.B., 1986. “Análise dinâmica não-linear de estruturas laminares (Dynamic analysis of non-linear plate structures)”, (in Portuguese). Laboratório Nacional de Engenharia Civil, — LNEC, Report, Lisbon, Portugal.

    Google Scholar 

  • ERVINE, D.A.; ELSAWY, E.M., 1975. “Effect of a falling nappe on river aeration”. Reference extracted from FALVEY, 1980.

    Google Scholar 

  • ERVINE, D.A., 1985 “A review of bubbly and air pocket flows in civil engineering hydraulic structures”. A series of lectures presented to the U.S. Bureau of Reclamation, Denver, Colorado, U. S. A.

    Google Scholar 

  • ERVINE, D. A; FALVEY, H. T., 1987. “Behaviour of turbulent water jets in the atmosphere and in plunge pools.” Proc. Instn. Civ. Engrs., Part 2, 83, Mar., p. 295–314 FALVEY, H.T., 1980. “Air-water flow in hydraulic structures”. A Water Resources Technical Publication, Eng. Mon. No 41, U.S. Bureau of Reclamation, Denver, Colorado, U. S. A.

    Google Scholar 

  • GARDINER, S. R.; HAY, D., 1982. “Dynamic force measurement on stilling basin floor and sidewalls”. Proc. of the Int. Conf. on the Hydraulic Modelling of Civil Structures, BHRA Fluid Engineering, Cranfield, U.K.

    Google Scholar 

  • ICOLD, 1983. “Deterioration of dams and reservoirs — Examples and their analysis”. Report of the ICOLD Committee on Deterioration of Dams and Reservoirs, Paris, France.

    Google Scholar 

  • IVOILOV, A.A., 1982. “Pressure fluctuations on the bottom of open-channel turbulent flows in spillway structures”. Hydrotechnical Construction, no. 10, Oct.

    Google Scholar 

  • KHLOPENKOV, P.R., 1987. “Improvement of the effectiveness of spillway operation of high-head hydroelectric stations”. Hydrotechnical Construction, no. 4, April, pp. 183-193.

    Google Scholar 

  • KOBUS, H., 1980. “Hydraulic modelling”. German Association for Water Resources and Land Improvement, Bull. no. 7, Pitman Books Ltd., London, U.K.

    Google Scholar 

  • KOBUS, H., 1984. “Local air entrainment and detainment”. Proc. of the Symposium on Scale Effects in Modelling Hydraulic Structures, Ed.: H. KOBUS, Technische Akademie Esslingen, Esslingen am Neckar, F.R.G.

    Google Scholar 

  • KOLKMAN, P., 1976. “Flow-induced gate vibrations”.Thesis. Publication No 164, Delft Hydraulics Laboratory, Delft, The Netherlands.

    Google Scholar 

  • LEMOS, F.O., 1971. “Instability of the boundary layer — Its effects upon the concept of spillways of dams”. WES Translation no. 71-3, Aug. 1971.

    Google Scholar 

  • LEMOS, F.O.; RAMOS, C.M., 1984. “Hydraulic modelling of free jet energy dissipation” Proc. of the Symposium on Scale Effects in Modelling Hydraulic Structures, Ed.: H. KOBUS, Technische Akademie Esslingen, Esslingen, F.R.G.

    Google Scholar 

  • LENTYAEV, L. D. et al., 1975. “Hydrodynamic analysis of wall-pier dividers in high spillways”. Hydrotechnical Construction, no. 7, July.

    Google Scholar 

  • LIN, Y.K., 1967. “Probabilistic theory of structural dynamics”. McGraw-Hill Book Company, New York, U. S. A.

    Google Scholar 

  • LOCHER, F.A.; HSU, S.T., 1984. “Energy dissipation at high dams” (in: Developments in Hydraulic Engineering -2) Edited by P.NOVAK, Elsevier Applied Science Publishers Ltd., London. U.K.

    Google Scholar 

  • Lopardo, R.A. et al., 1987. “Modelling techniques for preventing cavitation in structures submerged in hydraulic jumps.” Proc. of the XXII Congress of IAHR, Tech. Session B, Lausanne, Switzerland, pp. 177-182.

    Google Scholar 

  • NAUDASCHER, E., 1986.“Flow — induced forces and vibrations”. Course, LNEC, Laboratório Nacional de Engenharia Civil, Lisbon, Portugal.

    Google Scholar 

  • NOVAK, P., 1984. “Scaling factors and scale effects” Proc. of the Symposium on Scale Effects in Modelling Hydraulic Structures. Ed. H. KOBUS, Technische Akademie Esslingen, Esslingen am Neckar, F.R.G.

    Google Scholar 

  • PAN, S.; SHAO, Y., 1984. “Scale effects in modelling air demand by a ramp slot”. Institute of Water Conservancy and Hydroelectric Power Research (IWHR), Beijing, China, March.

    Google Scholar 

  • PENINO, B.J.; LARSEN, J., 1977. “Measurement of flow-induced forces on floor blocks. Pit 6 Dam model study”. Alden Research Laboratories, Raport No 109-77/M 303CF, July.

    Google Scholar 

  • PINTO, N.S., 1984. “Model evaluation of aerators in shooting flow”. Proc. of the Symposium on Scale Effects in Modelling Hydraulic Structures, Ed.: H. KOBUS, Technische Akademie Esslingen, Esslingen am Neckar, F.R.G.

    Google Scholar 

  • PINTO, N.S.; NEIDERT, S.H., 1987. “Modelling aerator devices -Dimensional considerations”. Proc. of the XXII Congress of IAHR, Tech. Session B: Topics in Hydraulic Modelling, Editors: J.A. CUNGE; P. ACKERS, Lausanne, Switzerland.

    Google Scholar 

  • RAMOS, CM., 1978. “Macroturbulência dos escoamentos cruzados em estruturas de dissipação de energia” (Macroturbulence of crossed flows in energy dissipation structures), (In Portuguese), Thesis, Laboratório Nacional de Engenharia Civil, Lisbon, Portugal.

    Google Scholar 

  • RAMOS, CM., 1979. “Statistical characteristics of the pressure field of crossed flows in energy dissipation structures”. Trans, of 13 th Congress on Large Dams, New Delhi, India, Q.50, R.24.

    Google Scholar 

  • RAO, N.S.L.; KOBUS, H., 1975. “Characteristics of self-aerated free-surface flows”. Water and Waste Water, Current Research Practice, Vol. 10, Erich Schmidt Verlag, Berlin, F.R.G.

    Google Scholar 

  • SADASIVAN, S. et al., 1977. “Random response characteristics of the floor of a stilling basin excited by a hydraulic jump”. Proc. of the 2nd. International IAHR Symposium on Stochastic Hydraulics, Water Resources Publications, Fort Collins, Colorado, USA.

    Google Scholar 

  • SARAIVA, J.G.; RAMOS, CM., 1984. “Wind-tunnel studies in hydrodynamic-action modelling”. Proc. of the Symposium on Scale Effects in Modelling Hydraulic Structures, Ed.: H. KOBUS, Technische Akademie Esslingen, Esslingen am Neckar, F.R.G.

    Google Scholar 

  • SETHURAMAN, V. et al., 1974. “Two-point statistics of random pressure field beneath a hydraulic jump”. Proc. of V Australasian Conf. on Hydraulics and Fluid Mechanics, Vol. 2, pp. 64-70.

    Google Scholar 

  • SPOLJARIC, C et al., 1982, “Unsteady dynamic force due to pressure fluctuations on the botton of an energy dissipator”. Proc. Int. Conf. on Hydraulic Modelling of Civil Engineering Structures, BHRA, Coventry, U.K.

    Google Scholar 

  • UPPAL, H.L. et al., 1967. “A study of causes of damage of the central training wall Bhakra Dam spillway”. Journal of Hydraulic Research, Vol. 5, No 3.

    Google Scholar 

  • VOLKART, P.; RUTSCHMANN, P., 1984. “Rapid flow in spillway chutes with and without deflectors. A model prototype comparison”. Proc. of the Symposium on Scale Effects in Modelling Hydraulic Structures, Ed.: H. KOBUS, Technische Akademie Esslingen, Esslingen am Neckar, F.R.G.

    Google Scholar 

  • WENCHAO, J.; XINGRONG, L, 1983. “Estudo da propagação das oscilações de pressão através das juntas pela teoria da turbulência” (Study of propagation of pressure waves through joints by the theory of turbulence), (In Portuguese). Translated from the Chinese. “Shuili Cuebao”, 9, p. 53–59, 1983). T. LNEC 791, Lisbon, Portugal, 1984.

    Google Scholar 

  • WOOD I.R. et al., 1983. “General method for the critical point on spillways”. Proc. ASCE, Hydraulics Division, Vol. 109. No 2, pp. 305-7.

    Google Scholar 

  • WOOD, I.R., 1984. “Air entrainment in high speed flows”. Proc. of the Symposium on Scale Effects in Modelling Hydraulic Structures, Ed.: H. KOBUS, Technische Akademie Esslingen, Esslingen am Neckar, F.R.G.

    Google Scholar 

  • YUDITSKII, G.A., 1960. “Estudo experimental das flutuações da carga hidrodinâmica numa soleira a jusante (Experimental study of hydrodynamic load fluctuations in floor slabs of a stilling basin)”. (In Portuguese). Translated from the russian. Izvestya VNIIG, 65, p. 117–124, 1960). T. LNEC 520, Lisbon, Portugal, 1985.

    Google Scholar 

Download references

Author information

Authors and Affiliations

  1. Laboratório Nacional de Engenharia Civil, Lisbon, Portugal

    C. Matias Ramos

Authors
  1. C. Matias Ramos
    View author publications

    You can also search for this author in PubMed Google Scholar

Editor information

Editors and Affiliations

  1. Department of Hydraulics, National Laboratory of Civil Engineering (LNEC), Lisbon, Portugal

    Rui Martins

Rights and permissions

Reprints and permissions

Copyright information

© 1989 Kluwer Academic Publishers

About this chapter

Cite this chapter

Ramos, C.M. (1989). Models for Study of the Hydrodynamic Actions on Hydraulic Structures. In: Martins, R. (eds) Recent Advances in Hydraulic Physical Modelling. NATO ASI Series, vol 165. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-2344-7_4

Download citation

  • DOI: https://doi.org/10.1007/978-94-009-2344-7_4

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-010-7555-8

  • Online ISBN: 978-94-009-2344-7

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics

Search

Navigation