{"id":78991,"date":"2024-10-17T18:27:52","date_gmt":"2024-10-17T18:27:52","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784409237-2007\/"},"modified":"2024-10-24T19:38:45","modified_gmt":"2024-10-24T19:38:45","slug":"asce-9780784409237-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784409237-2007\/","title":{"rendered":"ASCE 9780784409237 2007"},"content":{"rendered":"
This report explores methodologies and techniques for applying rehabilitation engineering to aging hydroelectric infrastructure.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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10<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 1.0 CHAPTER 1 \u2013 INTRODUCTION 1.1 Objective LIST OF TABLES <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | LIST OF FIGURES <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 1.2 About This Guideline <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 1.3 Historical Perspective <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 1.3.1 Dam and Hydropower Development & Aging Infrastructure <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 1.3.2 Evolving Design Criteria and Regulatory Demands <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 1.4 Initiating Change <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 1.4.1 Make It Last Longer and Work Better <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 1.5 Technical References 1.6 Collective Knowledge <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 2.0 CHAPTER 2 \u2013 PLANNING AND EVALUATION 2.1 Introduction 2.2 Planning and Evaluation Process <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 2.3 Identify Need for Project 2.3.1 Mandatory Actions 2.3.2 Discretionary Actions <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 2.4 Assemble Data and Information and Assess Condition <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 2.4.1 Sources of Information <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 2.4.2 Condition Assessment <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 2.4.3 Beyond Engineering <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 2.5 Identify Parties Involved <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 2.6 Plan and Evaluate Alternatives 2.6.1 Regulatory Considerations <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 2.6.2 Cost Estimates 2.6.3 Constructability <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 2.6.4 Staging and Scheduling <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 2.6.5 Access 2.6.6 Contracting Options <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 2.7 Selection of Preferred Course of Action 2.7.1 Comparison of Alternatives 2.7.2 Economic Comparisons <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 2.7.3 Financial Considerations 2.8 Moving Forward with a Life Extension or Upgrade Project <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 2.9 Technical References <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 3.0 CHAPTER 3 \u2013 INNOVATIVE TECHNOLOGIES 3.1 Introduction <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 3.2 Surveillance 3.2.1 Underwater Surveillance and Remote Operated Vehicles <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 3.2.2 Automation of Instrumentation and Monitoring <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | 3.2.3 Flow Measurement 3.3 Assessment Techniques 3.3.1 Condition Assessment <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | 3.3.2 Business Risk Assessment <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 3.3.3 Testing <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | 3.4 Performance Analysis 3.4.1 Alkali-Aggregate Reaction (AAR) <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | 3.4.2 Reduction of Hydraulic Losses <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | 3.4.3 Sealing Dams and Hydraulic Structures <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | 3.5 Life Extension Methods 3.5.1 Underwater Repairs <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | 3.5.2 Construction Methods 3.5.3 Relining and Repairing Water Passages <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | 3.5.4 Protective Coatings <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 3.5.5 Repairing Concrete and Masonry Dams <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | 3.5.6 Rehabilitation of Gates <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | 3.5.7 Use of Roller Compacted Concrete (RCC) <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 3.6 Modernization (Upgrade) <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | 3.7 Environmental Considerations 3.7.1 Preserving Historical Structures <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | 3.7.2 Removal of Hazardous Materials 3.7.3 Habitat Maintenance 3.7.4 Reservoir Ice <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | 3.7.5 Reservoir Debris 3.7.6 Water Quality <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | 3.7.7 Fish Passage 3.7.8 Noise Reduction <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | 3.8 Management and Knowledge Systems 3.8.1 Management Approaches <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | 3.8.2 Decision Support 3.8.3 Guides and Standards <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | 3.9 Technical References <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | 4.0 CHAPTER 4 \u2013 STRUCTURES 4.1 Introduction <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | 4.2 Intakes 4.2.1 Function <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | 4.2.2 Problems <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | 4.2.3 Corrective Measures <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | 4.2.4 Case Histories <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | 4.2.5 Collective Knowledge 4.2.6 Technical References <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | 4.3 Dams, Spillways, and Reservoirs 4.3.1 General <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | 4.3.2 Concrete Dams & Spillways <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | 4.3.3 Embankment Dams <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | 4.3.4 Timber Crib Dams <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | 4.3.5 Reservoirs <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | 4.3.6 Case Histories <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | 4.3.7 Collective Knowledge 4.3.8 Technical References <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | 4.4 Powerhouses 4.4.1 Function <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | 4.4.2 Problems <\/td>\n<\/tr>\n | ||||||
181<\/td>\n | 4.4.3 Corrective Measures <\/td>\n<\/tr>\n | ||||||
184<\/td>\n | 4.4.4 Case Histories <\/td>\n<\/tr>\n | ||||||
188<\/td>\n | 4.4.5 Collective Knowledge <\/td>\n<\/tr>\n | ||||||
189<\/td>\n | 4.4.6 Technical References 4.5 Fish Passage Facilities 4.5.1 Function <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | 4.5.2 Problems <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | 4.5.3 Corrective Measures 4.5.4 Opportunities <\/td>\n<\/tr>\n | ||||||
208<\/td>\n | 4.5.5 Case Histories <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | 4.5.6 Collective Knowledge <\/td>\n<\/tr>\n | ||||||
228<\/td>\n | 4.5.7 Technical References 4.6 Trash Racks 4.6.1 Function <\/td>\n<\/tr>\n | ||||||
230<\/td>\n | 4.6.2 Problems <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | 4.6.3 Corrective Measures <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | 4.6.4 Opportunities 4.6.5 Case Histories <\/td>\n<\/tr>\n | ||||||
237<\/td>\n | 4.6.6 Collective Knowledge 4.6.7 Technical References <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | 4.7 Trash Rakes 4.7.1 Function <\/td>\n<\/tr>\n | ||||||
239<\/td>\n | 4.7.2 Problems <\/td>\n<\/tr>\n | ||||||
240<\/td>\n | 4.7.3 Corrective Measures 4.7.4 Opportunities 4.7.5 Case Histories <\/td>\n<\/tr>\n | ||||||
244<\/td>\n | 4.7.6 Collective Knowledge 4.7.7 Technical References <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | 5.0 CHAPTER 5 \u2013 WATER CONVEYANCES 5.1 Introduction <\/td>\n<\/tr>\n | ||||||
251<\/td>\n | 5.2 Intake, Canals, Flumes, and Forebays 5.2.1 Function <\/td>\n<\/tr>\n | ||||||
252<\/td>\n | 5.2.2 Problems <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | 5.2.3 Corrective Measures <\/td>\n<\/tr>\n | ||||||
256<\/td>\n | 5.2.4 Opportunities <\/td>\n<\/tr>\n | ||||||
257<\/td>\n | 5.2.5 Case Histories <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | 5.2.6 Collective Knowledge <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | 5.2.7 Technical References 5.3 Tunnels, Shafts, and Other Underground Openings 5.3.1 Function <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | 5.3.2 Problems <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | 5.3.3 Corrective Measures <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | 5.3.4 Opportunities 5.3.5 Case Histories <\/td>\n<\/tr>\n | ||||||
274<\/td>\n | 5.3.6 Collective Knowledge <\/td>\n<\/tr>\n | ||||||
275<\/td>\n | 5.3.7 Technical References 5.4 Penstocks 5.4.1 Function <\/td>\n<\/tr>\n | ||||||
276<\/td>\n | 5.4.2 Problems <\/td>\n<\/tr>\n | ||||||
278<\/td>\n | 5.4.3 Corrective Measures <\/td>\n<\/tr>\n | ||||||
279<\/td>\n | 5.4.4 Opportunities 5.4.5 Case Histories <\/td>\n<\/tr>\n | ||||||
286<\/td>\n | 5.4.6 Collective Knowledge <\/td>\n<\/tr>\n | ||||||
287<\/td>\n | 5.4.7 Technical References 5.5 Tailraces 5.5.1 Function <\/td>\n<\/tr>\n | ||||||
288<\/td>\n | 5.5.2 Problems <\/td>\n<\/tr>\n | ||||||
290<\/td>\n | 5.5.3 Corrective Measures <\/td>\n<\/tr>\n | ||||||
291<\/td>\n | 5.5.4 Opportunities <\/td>\n<\/tr>\n | ||||||
292<\/td>\n | 5.5.5 Case Histories <\/td>\n<\/tr>\n | ||||||
296<\/td>\n | 5.5.6 Collective Knowledge 5.5.7 Technical References <\/td>\n<\/tr>\n | ||||||
298<\/td>\n | 6.0 CHAPTER 6 \u2013 WATER CONTROL DEVICES 6.1 Introduction <\/td>\n<\/tr>\n | ||||||
303<\/td>\n | 6.2 Gates and Gate Hoists 6.2.1 Function <\/td>\n<\/tr>\n | ||||||
304<\/td>\n | 6.2.2 Problems <\/td>\n<\/tr>\n | ||||||
325<\/td>\n | 6.2.3 Corrective Measures 6.2.4 Opportunities <\/td>\n<\/tr>\n | ||||||
327<\/td>\n | 6.2.5 Case Histories <\/td>\n<\/tr>\n | ||||||
338<\/td>\n | 6.2.6 Collective Knowledge <\/td>\n<\/tr>\n | ||||||
340<\/td>\n | 6.2.7 Technical References <\/td>\n<\/tr>\n | ||||||
341<\/td>\n | 6.3 Valves and Operators 6.3.1 Function <\/td>\n<\/tr>\n | ||||||
342<\/td>\n | 6.3.2 Problems, Causes, Solutions <\/td>\n<\/tr>\n | ||||||
357<\/td>\n | 6.3.3 Corrective Measures 6.3.4 Opportunities 6.3.5 Case Histories <\/td>\n<\/tr>\n | ||||||
358<\/td>\n | 6.3.6 Collective Knowledge <\/td>\n<\/tr>\n | ||||||
359<\/td>\n | 6.3.7 Technical References 6.4 Flashboards 6.4.1 Function <\/td>\n<\/tr>\n | ||||||
361<\/td>\n | 6.4.2 Problems <\/td>\n<\/tr>\n | ||||||
362<\/td>\n | 6.4.3 Corrective Measures <\/td>\n<\/tr>\n | ||||||
370<\/td>\n | 6.4.4 Case Histories <\/td>\n<\/tr>\n | ||||||
382<\/td>\n | 6.4.5 Collective Knowledge 6.4.6 Technical References <\/td>\n<\/tr>\n | ||||||
383<\/td>\n | 7.0 CHAPTER 7 \u2013 ANCILLARY SYSTEMS, SAFETY AND SECURITY 7.1 Introduction 7.2 Civil Works Systems 7.2.1 Structural Instrumentation <\/td>\n<\/tr>\n | ||||||
387<\/td>\n | 7.2.2 Pressure Relief Systems <\/td>\n<\/tr>\n | ||||||
389<\/td>\n | 7.2.3 Flood-Proofing <\/td>\n<\/tr>\n | ||||||
391<\/td>\n | 7.2.4 Oil Containment Systems <\/td>\n<\/tr>\n | ||||||
393<\/td>\n | 7.3 Systems Critical for Emergency Operations <\/td>\n<\/tr>\n | ||||||
394<\/td>\n | 7.3.1 Electrical Backup Power (EBP) <\/td>\n<\/tr>\n | ||||||
399<\/td>\n | 7.3.2 Communications <\/td>\n<\/tr>\n | ||||||
401<\/td>\n | 7.3.3 Access During Emergencies <\/td>\n<\/tr>\n | ||||||
402<\/td>\n | 7.4 Recreational Project Safety <\/td>\n<\/tr>\n | ||||||
404<\/td>\n | 7.5 Project Security <\/td>\n<\/tr>\n | ||||||
408<\/td>\n | 7.6 References <\/td>\n<\/tr>\n | ||||||
409<\/td>\n | LIST OF APPENDICES Appendix A: Hydroelectric and Dam Engineering, Library of General Resources <\/td>\n<\/tr>\n | ||||||
424<\/td>\n | Appendix B: Project Information <\/td>\n<\/tr>\n | ||||||
439<\/td>\n | Appendix C: Tables <\/td>\n<\/tr>\n | ||||||
460<\/td>\n | Appendix D: Summary of Case Histories <\/td>\n<\/tr>\n | ||||||
479<\/td>\n | Index A B C <\/td>\n<\/tr>\n | ||||||
480<\/td>\n | D <\/td>\n<\/tr>\n | ||||||
481<\/td>\n | E <\/td>\n<\/tr>\n | ||||||
482<\/td>\n | F <\/td>\n<\/tr>\n | ||||||
483<\/td>\n | G <\/td>\n<\/tr>\n | ||||||
484<\/td>\n | H I <\/td>\n<\/tr>\n | ||||||
485<\/td>\n | J K L M <\/td>\n<\/tr>\n | ||||||
486<\/td>\n | N O P <\/td>\n<\/tr>\n | ||||||
487<\/td>\n | Q R <\/td>\n<\/tr>\n | ||||||
488<\/td>\n | S <\/td>\n<\/tr>\n | ||||||
489<\/td>\n | T <\/td>\n<\/tr>\n | ||||||
490<\/td>\n | U V W Y Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Civil Works for Hydroelectric Facilities<\/b><\/p>\n |