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Design of Hydraulic Gates 2nd edition [Kietas viršelis]

(Consulting Engineer, Rio de Janeiro, Brazil)
  • Formatas: Hardback, 442 pages, aukštis x plotis: 246x174 mm, weight: 936 g
  • Išleidimo metai: 29-May-2014
  • Leidėjas: CRC Press
  • ISBN-10: 0415659396
  • ISBN-13: 9780415659390
Kitos knygos pagal šią temą:
Design of Hydraulic Gates 2nd editionDidesnis paveikslėlis
  • Formatas: Hardback, 442 pages, aukštis x plotis: 246x174 mm, weight: 936 g
  • Išleidimo metai: 29-May-2014
  • Leidėjas: CRC Press
  • ISBN-10: 0415659396
  • ISBN-13: 9780415659390
Kitos knygos pagal šią temą:
Pastovi nuoroda: https://www.kriso.lt/db/9780415659390.html
Raktažodžiai:
"Revised and expanded 2nd edition of this core book covering the principal aspects of the design, manufacture, installation and operation of hydraulic gates. Analyses in depth the selection of the gate type, the limits of their use, estimating their weight, operative forces, hoisting systems, design of structure and support elements, seals and hydrostatic and hydrodynamic forces. Inflatable gates and fusegates are also discussed, and new chapters on intake gates and intake trashracks have been added. Canbe used both as a text-book and manual for the design of gates, and includes worked examples, drawings and many photographs to illustrate the concepts and methods involved"--

Hydraulic gates are necessary for dam safety and for the efficient use of water, says Erbisti, and shares his 46 years of experience with them in a companion for anyone dealing with hydraulic gates and their reliability. His topics include types of gates, the basis for selecting a gate type, hydrostatics, structural design, estimating gate weights, hydrodynamic forces, gate opening forces, gate operating forces, aeration, gate hoists, materials, gate seals, trends and innovation in gate design, intake gates, and intake trash-racks. Annotation ©2014 Ringgold, Inc., Portland, OR (protoview.com)

Revised and updated, this second edition of Design of Hydraulic Gates maintains the same goal as the original: to be used as a textbook and a manual of design of gates, presenting the main aspects of design, manufacture, installation and operation of hydraulic gates, while introducing new products, technologies and calculation procedures. This edition included new chapters on intake gates and trashrack design, highlighting the aspects of safety, operational and maintenance procedures. To improve the strength against structural failure of intake trashracks, the author proposes a series of rigid calculation assumptions, design parameters and manufacturing procedures, which will certainly result in safer trashracks. Some 340 drawings and photographs, 82 tables, 107 references and 23 worked examples help the reader to understand the basic concepts and calculation methods presented.

Recenzijos

Praise for the first edition:

Nobody is better qualified than Professor Paulo Erbisti to have written this book Design of Hydraulic Gates, because he has acquired a very broad personal experience during his career devoted to hydroelectric projects, not only with a scientific spirit, but also a practical approach. He knows very well all the phases of implementation of hydromechanical equipment, from feasibility studies through to erection and commissioning, as well as rehabilitation.

This book is extremely welcome as an efficient synthesis of a broad subject, and engineers from the various disciplines, not only mechanical and electrical but also civil engineers, will recognize its value. The author has covered the subject of gates very comprehensively in his book, from history to new developments. He discusses not only the principle of gates and their associated equipment, the choice of type and calculation methods, but also he (as an excellent practical engineer, who knows that the devil hides in the details) describes their construction details. Each chapter is supported by a complete list of international references.

The book will be very useful for experienced engineers (as well as students) for the conception, construction and operation of gates.The interest of this book is evident as a reference, and Professor Erbisti should be gratefully acknowledged for his important contribution to this technology.

Raymond Lafitte, Professor at EPFL (Federal Institute of Technology, Lausanne), President of the International Hydropower Association

As one leafs through the book, one is pleasantly surprised by the many clear illustrations and photos (ca. 300), tables (ca. 70) and calculations (ca. 20). [ ] On the one hand, the book as a textbook offers students a very clear introduction to the field and on the other hand, represents a handbook with lots of useful advice for engineers in the field of steel hydraulic engineering. Some 90 bibliographic references lead the reader to further background information, also in the realm of more theoretically oriented steel hydraulic engineering. Erbistis book "Design of Hydraulic Gates" is all in all a very useful and recommended book.

Prof. Dr.-Ing. Gerhard Schmaußer, Aalen, in Stahlbau 73 (2004), 644-646

Preface xi
Acknowledgements xiii
1 Introduction
1(16)
1.1 History and development
1(9)
1.2 Gate components
10(1)
1.3 Main applications
11(1)
1.4 Types and classifications
12(5)
1.4.1 Purpose
12(1)
1.4.2 Movement
13(1)
1.4.3 Water passage
13(1)
1.4.4 Gate leaf composition
14(1)
1.4.5 Location
14(1)
1.4.6 Skin plate shape
14(3)
2 Types of gates
17(68)
2.1 Flap gate
17(7)
2.2 Cylinder gate
24(1)
2.3 Stoplogs
25(5)
2.4 Slide gate
30(5)
2.5 Caterpillar gate
35(3)
2.6 Miter gate
38(5)
2.7 Roller gate
43(2)
2.8 Segment gate
45(18)
2.9 Sector gate
63(3)
2.10 Stoney gate
66(2)
2.11 Drum gate
68(2)
2.12 Bear-trap gate
70(1)
2.13 Fixed-wheel gate
71(11)
2.14 Visor gate
82(3)
3 Basis for selection of gate type
85(18)
3.1 Introduction
85(1)
3.2 Most common types
85(1)
3.3 Operational requirements
86(2)
3.4 Present limits of gate sizes and heads
88(15)
4 Hydrostatics
103(14)
4.1 Introduction
103(1)
4.2 Vertical lift gates
103(7)
4.2.1 Weir gates
103(2)
4.2.2 Submerged gates
105(2)
4.2.3 Spacing of horizontal beams
107(3)
4.3 Radial gates
110(7)
5 Structural design
117(42)
5.1 Load cases
117(2)
5.2 Allowable stresses
119(2)
5.3 Skin plate
121(5)
5.3.1 Thickness
121(1)
5.3.2 Plate stresses
121(4)
5.3.3 Effective width
125(1)
5.4 Horizontal beams
126(13)
5.4.1 Number of beams
126(1)
5.4.2 Girder dimensions
127(1)
5.4.2.1 Web thickness
127(1)
5.4.2.2 Web depth
128(1)
5.4.2.3 Flanges
128(1)
5.4.3 Elastic stability
129(1)
5.4.3.1 Compression flanges
129(1)
5.4.3.2 Web stability
130(6)
5.4.3.3 Stiffeners
136(1)
5.4.4 Simple bending of beams
136(3)
5.5 Segment gate
139(16)
5.5.1 Skin plate
139(1)
5.5.2 Gate framing
140(1)
5.5.2.1 Girder arrangement
140(1)
5.5.2.2 Horizontal beams
140(1)
5.5.2.3 Vertical beams
141(8)
5.5.3 Radial arms
149(1)
5.5.3.1 Axial loads on the arms
149(1)
5.5.3.2 Bearing loads
150(2)
5.5.3.3 Buckling check
152(3)
5.6 Silt pressure on gates
155(1)
5.7 Gate seismic loads
156(3)
6 Embedded parts, guides and supports
159(36)
6.1 Slots and niches
159(2)
6.2 Wheel track
161(9)
6.2.1 Beam on an elastic foundation
161(4)
6.2.2 Dimensioning by the Andree-Fricke theory
165(5)
6.3 Slide tracks
170(4)
6.4 Concrete bearing pressure
174(1)
6.5 Lateral guidance
175(2)
6.6 Wheels and pins
177(11)
6.6.1 Design features
177(3)
6.6.2 Contact pressure between wheel and track
180(6)
6.6.3 Permissible contact stresses
186(2)
6.6.4 Surface hardness
188(1)
6.7 Gate hinges and bearings
188(7)
6.7.1 Types of bearings
188(1)
6.7.2 Cylindrical bushings
188(2)
6.7.3 Spherical plain bearing
190(2)
6.7.4 Roller bearings
192(3)
7 Estimating gate weights
195(16)
7.1 Introduction
195(1)
7.2 Segment gates
196(1)
7.3 Fixed-wheel gates
197(1)
7.4 Double-leaf fixed-wheel gates
197(2)
7.5 Stoplogs
199(1)
7.6 Flap gates
200(1)
7.7 Caterpillar gates
201(1)
7.8 Embedded parts
201(10)
8 Hydrodynamic forces
211(26)
8.1 Introduction
211(3)
8.2 Model tests
214(3)
8.3 Factors influencing downpull
217(3)
8.4 Formulae for the prediction of downpull
220(11)
8.5 Method of Knapp
231(6)
9 Gate operating forces
237(14)
9.1 Introduction
237(1)
9.2 Gate weight
237(1)
9.3 Friction on supports and hinges
238(2)
9.4 Seal deflection
240(1)
9.5 Seal friction
241(10)
10 Aeration
251(14)
10.1 Introduction
251(1)
10.2 Air vents -- functions and features
251(2)
10.3 Air vents -- empirical calculation
253(1)
10.4 Air-demand ratio
254(4)
10.5 Air vent dimensioning
258(7)
11 Gate hoists
265(30)
11.1 Introduction
265(1)
11.2 Screw lifts
265(2)
11.3 Wire ropes
267(4)
11.4 Roller chains
271(3)
11.5 Oil hydraulic drives
274(9)
11.6 Gate hoist arrangement
283(3)
11.7 Hand operation
286(2)
11.8 Design criteria
288(1)
11.8.1 Load capacity
288(1)
11.8.2 Operating speed
288(1)
11.8.3 Safety factors s
288(1)
11.9 Gate position measurement
289(6)
12 Materials
295(12)
12.1 Introduction
295(1)
12.2 Heat treatment
295(1)
12.3 Rolled steels
296(1)
12.4 Steels for machine elements
296(1)
12.5 Stainless steels
297(1)
12.6 Cast steels
297(1)
12.7 Forged steels
297(1)
12.8 Gray cast irons
298(1)
12.9 Bronzes
298(1)
12.10 Bolts
298(9)
13 Gate seals
307(28)
13.1 Introduction
307(1)
13.2 Wood seals
307(1)
13.3 Metallic seals
307(1)
13.4 Rubber seals
307(4)
13.5 Material for rubber seals
311(2)
13.6 Clad seals
313(1)
13.7 Rubber seal hardness
314(1)
13.8 Rubber specifications
314(1)
13.9 Seal leakage
314(1)
13.10 Manufacture and assembly of seals
315(2)
13.11 High-head segment gates -- design considerations
317(4)
13.12 Double-sealing gates
321(14)
14 Manufacture, transportation and erection
335(22)
14.1 Manufacture
335(14)
14.1.1 Manufacturing steps
335(1)
14.1.2 Full-size layout drawings
335(1)
14.1.3 Storing of raw material
335(1)
14.1.4 Marking
336(1)
14.1.5 Cutting
336(1)
14.1.6 Curving
336(1)
14.1.7 Structure welding
336(1)
14.1.8 Finishing
337(1)
14.1.9 Pre-assembly
337(2)
14.1.10 Machining
339(2)
14.1.11 Mechanical fit-up
341(1)
14.1.12 Anticorrosive protection
342(3)
14.1.13 Inspection
345(2)
14.1.14 Manufacturing tolerances
347(2)
14.2 Transportation
349(1)
14.3 Field erection
350(4)
14.3.1 Erection instructions
350(1)
14.3.2 Erection of embedded parts
350(2)
14.3.3 Erection tolerances of embedded parts
352(1)
14.3.4 Gate assembly
353(1)
14.4 Acceptance tests
354(3)
15 Trends and innovation in gate design
357(20)
15.1 Long-span gates
357(5)
15.2 High-head gates
362(2)
15.3 Refurbishment and modernization of gates and dams
364(13)
15.3.1 Heightening of existing gates
365(4)
15.3.2 Installation of new gates on the top of the dam
369(8)
16 Intake gates
377(18)
16.1 Intake gates and accessories
377(1)
16.2 Types of emergency gates
378(2)
16.3 Gate hoists
380(5)
16.3.1 Types of hoists
380(1)
16.3.2 Hydraulic hoists
381(1)
16.3.3 Cable hoists
382(2)
16.3.4 Gantry cranes
384(1)
16.4 Filling the penstock
385(3)
16.5 Aeration
388(1)
16.6 Guard gates for Kaplan turbines
389(1)
16.7 Guard gates for bulb turbines
390(1)
16.8 Draft tube stoplogs for bulb and Kaplan turbines
391(4)
17 Intake trashracks
395(24)
17.1 Introduction
395(1)
17.2 Rack bar spacing
396(1)
17.3 Design considerations
397(4)
17.4 Flow velocity
401(1)
17.5 Head loss
402(1)
17.6 Flow-induced vibrations
402(8)
17.7 Rack-cleaning machines
410(3)
17.8 Safe design criteria for trashracks
413(6)
Name index 419(2)
Subject index 421
Brazilian engineer Paulo Erbisti graduated in mechanical engineering and has amassed considerable experience working on numerous hydromechanical projects, contributing greatly to hydropower/dam engineering over the last few decades in South America, Africa and Asia. He has worked on many important projects including Itaipu, Belo Monte, Tucurui, Gotvand, Tarbela, Capanda, Guri and Tocoma. Erbisti is a visiting professor on the topic of hydraulic gate design for the post-graduate course of hydraulic engineering at the University of Paranį, Brazil. He is a member of the consulting board of the International Journal on Hydropower and Dams, UK. In 2011, he was elected by International Water Power & Dam Construction magazine as one of twenty people believed to have made the biggest difference to the sector over the last decade.