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Contents |
6 |
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Preface |
12 |
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Preface to the second edition |
14 |
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Preface to the first edition |
16 |
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Acknowledgements |
18 |
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List of tables |
19 |
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Main symbols |
21 |
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Part One Dam engineering |
24 |
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1 Elements of dam engineering |
26 |
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1.1 General |
26 |
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1.2 Introductory perspectives |
27 |
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1.3 Embankment dam types and characteristics |
34 |
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1.4 Concrete dam types and characteristics |
37 |
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1.5 Spillways, outlets and ancillary works |
42 |
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1.6 Site assessment and selection of type of dam |
44 |
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1.7 Loads on dams |
57 |
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2 Embankment dam engineering |
63 |
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2.1 Introduction |
63 |
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2.2 Nature and classification of engineering soils |
63 |
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2.3 Engineering characteristics of soils |
68 |
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2.4 Principles of embankment dam design |
79 |
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2.5 Materials and construction |
90 |
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2.6 Seepage analysis |
95 |
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2.7 Stability and stress |
99 |
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2.8 Settlement and deformation |
114 |
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2.9 Rockfill embankments and rockfill |
117 |
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2.10 Small embankments and flood banks |
120 |
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2.11 Geosynthetics in embankment dams |
122 |
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References |
129 |
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3 Concrete dam engineering |
134 |
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3.1 Loading: concepts and criteria |
134 |
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3.2 Gravity dam analysis |
145 |
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3.3 Buttress dam analysis |
167 |
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3.4 Arch dam analysis |
169 |
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3.5 Design features and construction |
176 |
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3.6 Concrete for dams |
182 |
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3.7 The roller-compacted concrete gravity dam |
186 |
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References |
197 |
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4 Dam outlet works |
199 |
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4.1 Introduction |
199 |
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4.2 The design flood |
200 |
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4.3 Flood routing |
203 |
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4.4 Freeboard |
205 |
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4.5 Sedimentation in reservoirs |
208 |
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4.6 Cavitation |
211 |
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4.7 Spillways |
214 |
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4.8 Bottom outlets |
239 |
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References |
245 |
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5 Energy dissipation |
250 |
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5.1 General |
250 |
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5.2 Energy dissipation on spillways |
251 |
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5.3 Stilling basins |
255 |
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5.4 Plunge pools |
264 |
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5.5 Energy dissipation at bottom outlets |
266 |
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References |
269 |
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6 Gates and valves |
272 |
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6.1 General |
272 |
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6.2 Crest gates |
273 |
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6.3 High-head gates and valves |
279 |
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6.4 Tidal barrage and surge protection gates |
282 |
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6.5 Hydrodynamic forces acting on gates |
283 |
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References |
289 |
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7 Dam safety: instrumentation and surveillance |
291 |
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7.1 Introduction |
291 |
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7.2 Instrumentation |
293 |
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7.3 Surveillance |
305 |
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7.4 Dam safety legislation |
306 |
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7.5 Reservoir hazard and risk assessment |
309 |
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References |
311 |
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Part Two Other hydraulic structures |
314 |
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8 River engineering |
316 |
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8.1 Introduction |
316 |
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8.2 Some basic principles of open-channel .ow |
317 |
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8.3 River morphology and régime |
322 |
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8.4 River surveys |
326 |
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8.5 Flow-measuring structures |
333 |
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8.6 River flood routing |
336 |
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8.7 River improvement |
338 |
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References |
356 |
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9 Diversion works |
359 |
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9.1 Weirs and barrages |
359 |
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9.2 Intakes |
387 |
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9.3 Fish passes |
405 |
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References |
410 |
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10 Cross-drainage and drop structures |
413 |
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10.1 Aqueducts and canal inlets and outlets |
413 |
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10.2 Culverts, bridges and dips |
423 |
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10.3 Drop structures |
443 |
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References |
454 |
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11 Inland waterways |
456 |
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11.1 Introduction |
456 |
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11.2 De.nitions, classification and some UK and other waterways |
457 |
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11.3 Multipurpose utilization of waterways |
461 |
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11.4 Transport on inland waterways |
464 |
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11.5 Canalization and navigation canals |
466 |
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11.6 Resistance of ships |
468 |
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11.7 Wave action on banks |
470 |
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11.8 Locks |
472 |
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11.9 Thrift locks |
481 |
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11.10 Lifts and inclined planes |
483 |
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11.11 Lock approaches |
484 |
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11.12 Inland ports |
486 |
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12 Hydroelectric power development |
491 |
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12.1 Introduction |
491 |
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12.2 Worldwide hydroelectric power development in perspective |
491 |
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12.3 Power supply and demand |
492 |
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12.4 Some fundamental definitions |
493 |
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12.5 Types of water power development |
494 |
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12.6 Head classi.cation of hydropower plants |
497 |
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12.7 Stream.ow data essential for the assessment of water-power potential |
498 |
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12.8 Hydraulic turbines and their selection |
500 |
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12.9 Other components of hydropower plants |
513 |
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12.10 Surge tanks |
521 |
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12.11 Minihydroelectric power plant development |
525 |
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12.12 Renewable energy resources |
526 |
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References |
543 |
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13 Pumping stations |
545 |
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13.1 Introduction |
545 |
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13.2 Pumps and their classification |
545 |
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13.3 Design of pumping mains |
551 |
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13.4 Classi.cation of pumping stations and intakes |
554 |
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13.5 Sump design |
556 |
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13.6 Screening devices |
559 |
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13.7 Benching |
559 |
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13.8 Surges |
559 |
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References |
571 |
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14 Waves and offshore engineering |
572 |
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14.1 Introduction |
572 |
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14.2 Wave motion |
573 |
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14.3 Range of validity of linear theory |
581 |
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14.4 Waves approaching a shore |
583 |
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14.6 Wave reflection |
588 |
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14.7 Basin oscillations |
589 |
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14.8 Wave diffraction |
590 |
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14.9 Wave prediction |
591 |
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14.10 Wave statistics |
596 |
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14.11 Forces on cylindrical structures |
598 |
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14.12 Vortex-induced oscillations |
608 |
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14.13 Oscillations of cylinders in waves |
613 |
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References |
620 |
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15 Coastal engineering |
623 |
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15.1 Introduction |
623 |
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15.2 Coastal defence |
624 |
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15.3 Wave forces on coastal structures |
630 |
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15.4 Wave run-up |
634 |
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15.5 Wave overtopping |
637 |
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15.6 Rubble-mound breakwaters |
639 |
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15.7 Sea outfalls |
645 |
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15.8 Coastal management |
654 |
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References |
662 |
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16 Models in hydraulic engineering |
665 |
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16.1 Hydraulic models |
665 |
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16.2 Structural models |
674 |
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References |
678 |
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Author Index |
681 |
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Subject index |
685 |
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More ebook at www.ciando.com |
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