Muutke küpsiste eelistusi

Hydraulics of Stepped Chutes and Spillways [Kõva köide]

(The University of Queensland, Brisbane, Australia)
  • Formaat: Hardback, 424 pages, kõrgus x laius: 254x178 mm, kaal: 929 g
  • Ilmumisaeg: 01-Jan-2002
  • Kirjastus: A A Balkema Publishers
  • ISBN-10: 9058093522
  • ISBN-13: 9789058093523
  • Formaat: Hardback, 424 pages, kõrgus x laius: 254x178 mm, kaal: 929 g
  • Ilmumisaeg: 01-Jan-2002
  • Kirjastus: A A Balkema Publishers
  • ISBN-10: 9058093522
  • ISBN-13: 9789058093523
Stepped channel designs have been used for more than 3,500 years. A significant number of dams were built with overflow stepped spillways during the nineteenth and early twentieth centuries, before the design technique became outdated with the progresses in hydraulic jump stilling basin design. Recent advances in technology (e.g. RCC, polymer-coated gabion wire) have triggered a regain in interest for the stepped design, although much expertise had been lost in the last eighty years. The steps increase significantly the rate of energy dissipation taking place along the chute and reduce the size of the required downstream energy dissipation basin. Stepped cascades are used also in water treatment plants to enhance the air-water transfer of atmospheric gases (e.g. oxygen, nitrogen) and of volatile organic components (VOC). This book presents the state-of-the-art in stepped channel hydraulics. It is based upon the research expertise of the writer, his professional experience as an expert-consultant, and his experience in teaching stepped spillway hydraulics to undergraduate students, postgraduate research students and professionals since 1982. Results from more than forty-five laboratory studies and four prototype investigations were reanalyzed and compared, enabling the book to provide a new understanding of stepped channel hydraulics, aimed at both the research and professional communities.
Preface vii
Acknowledgements xi
List of Symbols
xv
Glossary xxiii
Introduction: Basic Concepts in Stepped Chute Hydraulics
1(34)
Presentation
1(11)
Applications
12(5)
Flow regimes
17(7)
Air entrainment on stepped chutes
24(6)
Structure of the book
30(5)
Historical Development of Stepped Spillways Channels and Cascades: From Antiquity to the 20th Century
35(52)
Introduction
35(1)
History of stepped spillways
36(1)
Ancient waterway systems
37(16)
Stepped cascades in Roman aqueducts
53(5)
Historical development of water staircases and stepped fountains
58(7)
Discussion
65(22)
Hydraulics of Nappe Flow Regime
87(32)
Introduction
87(3)
Basic flow characteristics
90(9)
Hydraulic characteristics of nappe flows with hydraulic jumps
99(5)
Hydraulic characteristics of nappe flows without hydraulic jumps
104(10)
Design of chutes with nappe flow regime
114(5)
The Transition Flow Regime
119(18)
Introduction
119(1)
Flow patterns
119(3)
Air-water flow properties
122(6)
Design flow properties
128(1)
Discussion: Instabilities in transition flows
128(9)
Hydraulics of Skimming Flows
137(44)
Presentation
137(9)
Developing flow region and inception of air entrainment
146(8)
Fully-developed flow characteristics
154(21)
Energy dissipation
175(6)
Mass Transfer on Stepped Cascades Aeration Deaeration Oxygenation Stripping Denitrification
181(18)
Introduction
181(2)
Basic mass transfer equations
183(3)
Nappe flow regime
186(7)
Skimming flow regime
193(4)
Discussion
197(2)
Design of Stepped Channels Chutes and Spillways
199(54)
Introduction
199(6)
Design of stepped fountains and water staircases
205(7)
Concrete stepped spillways and weirs
212(8)
Overflow embankments: (1) Concrete protection
220(4)
Overflow embankments: (2) Earth dam spillway with precast concrete blocks
224(6)
Gabion stepped weirs and chutes
230(7)
Unlined rock cascades
237(1)
Timber and timber crib dams
238(3)
Debris dams
241(12)
Accidents and Failures: Learning From Experience
253(36)
Presentation
253(1)
Failures and accidents
253(19)
Design safety for stepped chutes and spillways
272(12)
Discussion
284(5)
Wave Phenomena and Instabilities in Stepped Chute Flows
289(12)
Introduction
289(1)
Shock waves and associated standing waves
289(4)
Roll waves
293(2)
Flood waves and dam break waves
295(6)
Summary Conclusions and Recommendations
301(12)
Practical considerations for stepped chute design
301(6)
Summary
307(3)
Future research
310(3)
APPENDICES 313(40)
Appendix 1 Physical and chemical properties of fluids
313(6)
Appendix 2 Unit conversions
319(3)
Appendix 3 Nappe flow trajectory at a drop structure
322(10)
Appendix 4 Bubble rise velocity
332(2)
Appendix 5 Modelling form drag and flow resistance in skimming flows
334(3)
Appendix 6 Void fraction distributions in chute flows
337(3)
Appendix 7 Stepped spillway chute flow calculations (skimming flow)
340(5)
Appendix 8 Modelling air-water gas transfer in skimming flows
345(5)
Appendix 9 Corrections
350(3)
About the Author 353(2)
Reference 355(20)
Index 375


Hubert Chanson, Reader in Environmental Fluid Mechanics and Water Engineering, Department of Civil Engineering, The University of Queensland, Brisbane, Australia.