The Hydraulic Jump and Other Phenomena Associated With Flow Under Rectangular Sluice Gates

Allen, J. R. L.; Hamid, H I

doi:10.1680/iicep.1968.7909

Cited by 9 publications

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“…Theoretical approaches on the sequent depths and on the length of jump were presented by Flores (1954), Schroder (1954Schroder ( , 1962, Horsky amd Strauss (1960, Boor (1960), Damiani (1961), Rao and Ramaprasad (1966), and Gupta (1967) . Unny (1961) and Schroder (1964) analysed the basic equations of turbulent flow, Wilson (1967), and Allen and Hamid (1968) the location of jump, Breitenoder and Dorer (1967) studied the turbulent diffusion of a jump , and Razvan (1967) the turbulence characteristics beyond a jump . This period of research was concluded by the contribution of on hydraulic jumps .…”

Section: Introductionmentioning

confidence: 99%

Energy Dissipators and Hydraulic Jump

Hager

1992

Water Science and Technology Library

266

162

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I X 229 229 233 References Pa r t 2 No ta ti o n Pa rt 2 Subjec t Ind ex Aut ho r I n d ex 23 9 2 67 271 2 81 PREFACE Stilling basins utili z ing a hydraulic jump for energy dissipation are wi d e l y used in hydraulic engineering . Da Vinci was the first to describe the hydraulic jump, and Bidone conducted classical experiments about 170 years ago . Stilling basins we r e developed in the thirties with significant design improvements being made during the last sixty years . Although we l l -a c c e p t e d guidelines for a successful design are presently available, the information for the design of such dissipators is not yet compiled in book form .This book provides state-of-the-art information on hydraulic jumps and associat ed stilling basins . A large numbe r of papers on the to pics are reviewed. Th e present trends of the art of designing a stilli ng basin are discussed and ideas for future research are outlined. Design criteria and recommendat ions are frequently given . However, this should not be considered as a r eady-to -use guideline since the design of an effective stilling basin is much more comple x than following general design steps .The book is divided into two parts. Part 1 on hydraulic jumps is comprised of chapters 2 to 5. Part 2 consisting of chapters 6 to 14 deals with various hydraulic structures used to dissipate energy. The lists of notation and references are provided in each part separately although the same notation is u sed throughout. I wo u l d like to acknowledge the contributions of various persons: Professor D. Vischer, Director of VAW , encouraged me to prepar e this book and provid ed necessary facilities for this purpose . Dr . K . S c h r a m assisted me greatly in the preparation of the manuscript and Prof . M.H. Chaud hry reviewed it during his sabbatical leave at VAW . During my stay at the EPF L in Lausanne 1983-1988, I was involved wi t h the investigation of stilling basins . The assistance of Prof. R . Sinniger and the collaboration with my former PhD stud ents Dr . N.V. Bretz and Dr . R. Bremen are acknowledged . Discussions with Profs. R. Wanoschek, N. Rajaratnam and J.A. McCorquodale generated my interest in energy dissipation .

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Section: Introductionmentioning

confidence: 99%