ASCE 9780784409848 2009
$71.50
Marine Outfall Construction
Published By | Publication Date | Number of Pages |
ASCE | 2009 | 432 |
Robert Grace offers practical guidance for the construction of marine outfalls to carry treated wastewater from land to sea, along with detailed case studies that describe the particular challenges accompanying a construction project at sea.
PDF Catalog
PDF Pages | PDF Title |
---|---|
8 | Contents |
12 | Preface |
18 | List of Acronyms |
22 | Glossary A B |
23 | C D |
24 | E F G |
25 | H I J K L M |
26 | N O P R |
27 | S |
28 | T U V W |
29 | Z |
30 | 1 The Marine Outfall in Context 1.1 Precious Water |
32 | 1.2 Marine Disposal of Wastewater |
35 | 1.3 Wastewater Reuse |
39 | 1.4 Releasing Wastewater to the Marine Environment |
43 | 1.5 Multiple Uses of the Marine Environment |
45 | 1.6 Taking Individual Outfalls Out of Service |
50 | 1.7 The Marine Outfall as the Disposal Method of Choice |
53 | References |
58 | 2 Moving toward Construction 2.1 Working in the Sea |
60 | 2.2 The Bracketing of Marine Outfall Construction |
63 | 2.3 The Most Crucial Marine Data |
66 | 2.4 Development of the Design of the Southwest Ocean Outfall |
71 | 2.5 Additional Matters |
74 | 2.6 Design–Build |
75 | 2.7 Offshore and Underwater Operations |
81 | 2.8 Book Plan |
83 | References |
88 | 3. Providing a Stable Work Base within the Surf Zone 3.1 The Trestle |
91 | 3.2 A Full-Length Outfall Trestle at New Plymouth, New Zealand |
94 | 3.3 Another Full-Length Outfall Trestle at McGaurans Beach, Australia |
96 | 3.4 A Large Power Plant Outfall |
100 | 3.5 Big Pipe with Strict Environmental Stipulations |
104 | 3.6 The Jackup Barge or Platform |
109 | 3.7 An Outfall Extension at Fort Bragg, California |
113 | 3.8 More Walking Platforms |
117 | References |
120 | 4 Pulling an Outfall Seaward along the Ocean Floor 4.1 The Bottom-Pull Operation |
121 | 4.2 The Cape Peron Outfall, Western Australia |
126 | 4.3 Two Other Notable Bottom-Pulled Outfalls |
129 | 4.4 A Pair of Modern Bottom-Pulled Conduits |
132 | 4.5 Further Cases: 1978–1986 |
135 | 4.6 Further Cases: 1987–2002 |
138 | 4.7 Additional Matters |
140 | 4.8 Crucial Numbers for the Bottom-Pull Operation |
141 | References |
144 | 5 Placing Outfalls under Protected Sites or Obstructions 5.1 Horizontal Directional Drilling |
147 | 5.2 Gas and Oil Industry Shore Crossing, Example No. 1 |
149 | 5.3 Two More Gas and Oil Shore Crossings |
150 | 5.4 Unfulfilled Horizontal Directional Drilling Attempts |
151 | 5.5 HDD Outfall Case Studies in the United Kingdom |
155 | 5.6 Other HDD Case Studies in Developed Countries |
158 | 5.7 Central Pacific Ocean HDD Jobs |
161 | References |
164 | 6 Crane Barge Offshore, Trestle Inshore, Trouble Ahead 6.1 Section-by-Section Installation of Reinforced Concrete Pipe Outfalls |
166 | 6.2 Southwest Ocean Outfall, San Francisco, California |
175 | 6.3 Monterey Bay Outfall, California |
180 | 6.4 Santa Cruz No. 3 Outfall, California |
181 | 6.5 Stormwater Outfalls on the Lower U.S. East Coast |
186 | 6.6 The Crane Barge Working Alone |
191 | References |
194 | 7 High-Tech Outfall Installation in Deep Water 7.1 Saturation Diving |
196 | 7.2 Working Underwater with No Divers |
199 | 7.3 Renton, Seattle, Washington |
202 | 7.4 Iona, Vancouver, British Columbia, Canada |
205 | 7.5 Point Loma Extension, San Diego, California |
212 | References |
214 | 8 Creating Tunnel Outfalls and Their Risers 8.1 Tunnel Boring Machines |
217 | 8.2 Three Full-Tunnel Outfalls at Sydney, Australia |
220 | 8.3 Other Tunnel Outfalls |
221 | 8.4 Sacrificial Tunnels for Outfalls |
223 | 8.5 Use of Microtunneling and Pipe-Jacking to Create Outfalls |
225 | References |
230 | 9 Hybrid-Design Outfalls 9.1 Two Distinct Parts |
233 | 9.2 South Bay Ocean Outfall, San Diego, California |
240 | 9.3 Strategic Sewage Disposal Scheme, Stage I Outfall, Hong Kong |
242 | 9.4 The Fort Kamehameha No. 2 Outfall, Hawaii |
247 | 9.5 Post Script |
248 | References |
250 | 10 Selected Polyethylene Outfalls 10.1 Lightness and Heaviness |
251 | 10.2 High-Density Polyethylene Pipes in South Africa |
255 | 10.3 Selected Polyethylene Outfalls: First Set |
258 | 10.4 Selected Polyethylene Outfalls: Second Set |
260 | 10.5 The Latest Polyethylene Outfalls |
262 | 10.6 Installation Problems |
265 | References |
266 | 11 Unusual Outfalls 11.1 Techniques from the Gas and Oil Industry |
267 | 11.2 Small-Diameter Flexible Pipe from a Reel Barge |
270 | 11.3 Outfalls in Remote Locations |
274 | 11.4 Novel Designs: The Americas |
279 | 11.5 Novel Designs: Europe |
284 | 11.6 Novel Designs: Other Countries |
287 | References |
290 | 12 Difficult or Impossible Outfalls 12.1 The Cruel Sea |
291 | 12.2 Lobsters versus Crane Barges and Human Lives |
293 | 12.3 A Troubled U.S. West Coast Project |
297 | 12.4 Problems at Pulp and Paper Mills |
300 | 12.5 More Problems |
303 | 12.6 Anything That Can Happen Will Happen |
305 | 12.7 Outfalls That Couldn’t Be Built |
308 | References |
310 | 13 Giant Tunnel Outfall as Part of the Boston Harbor Cleanup 13.1 Boston’s Water and Wastewater |
313 | 13.2 Early Stages |
316 | 13.3 Installation of Risers 13.4 A Personal Experience |
318 | 13.5 The Driving of the Tunnel Outfall |
320 | 13.6 Diffuser Completion and Outfall Startup |
322 | 13.7 The Cross-Harbor Tunnel 13.8 Accomplishments |
324 | References |
328 | Appendix A: Selected World Outfalls, Continuing after Table 1-1 |
386 | Appendix B: Wave-Related Concepts and Calculations for Outfall Design-Build B.1 Ocean Waves |
392 | B.2 Wave-Related Computations for Trestles |
394 | B.3 The Old Pipe and the Sea |
396 | B.4 Wave Force Considerations for Exposed Submarine Pipelines |
404 | B.5 Research Results |
407 | B.6 Pipe Protection by Quarry Rock |
410 | References |
414 | Appendix C: Immersed Tubes as Big Outfalls C.1 The Concept |
416 | C.2 Use of Immersed Tubes |
418 | References |
422 | Index A B |
423 | C D E F |
424 | G H |
425 | I J K L M |
426 | N |
427 | O P |
428 | R S |
430 | T U |
431 | V W |
432 | About the Author |