{"id":78985,"date":"2024-10-17T18:27:48","date_gmt":"2024-10-17T18:27:48","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784409848-2009\/"},"modified":"2024-10-24T19:38:44","modified_gmt":"2024-10-24T19:38:44","slug":"asce-9780784409848-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784409848-2009\/","title":{"rendered":"ASCE 9780784409848 2009"},"content":{"rendered":"
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.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
8<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | List of Acronyms <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Glossary A B <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | C D <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | E F G <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | H I J K L M <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | N O P R <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | S <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | T U V W <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Z <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 1 The Marine Outfall in Context 1.1 Precious Water <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 1.2 Marine Disposal of Wastewater <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 1.3 Wastewater Reuse <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 1.4 Releasing Wastewater to the Marine Environment <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 1.5 Multiple Uses of the Marine Environment <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 1.6 Taking Individual Outfalls Out of Service <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 1.7 The Marine Outfall as the Disposal Method of Choice <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | 2 Moving toward Construction 2.1 Working in the Sea <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 2.2 The Bracketing of Marine Outfall Construction <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | 2.3 The Most Crucial Marine Data <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | 2.4 Development of the Design of the Southwest Ocean Outfall <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | 2.5 Additional Matters <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | 2.6 Design\u2013Build <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 2.7 Offshore and Underwater Operations <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | 2.8 Book Plan <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | 3. Providing a Stable Work Base within the Surf Zone 3.1 The Trestle <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | 3.2 A Full-Length Outfall Trestle at New Plymouth, New Zealand <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | 3.3 Another Full-Length Outfall Trestle at McGaurans Beach, Australia <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | 3.4 A Large Power Plant Outfall <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | 3.5 Big Pipe with Strict Environmental Stipulations <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | 3.6 The Jackup Barge or Platform <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | 3.7 An Outfall Extension at Fort Bragg, California <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | 3.8 More Walking Platforms <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | 4 Pulling an Outfall Seaward along the Ocean Floor 4.1 The Bottom-Pull Operation <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | 4.2 The Cape Peron Outfall, Western Australia <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | 4.3 Two Other Notable Bottom-Pulled Outfalls <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | 4.4 A Pair of Modern Bottom-Pulled Conduits <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | 4.5 Further Cases: 1978\u20131986 <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | 4.6 Further Cases: 1987\u20132002 <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | 4.7 Additional Matters <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | 4.8 Crucial Numbers for the Bottom-Pull Operation <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | 5 Placing Outfalls under Protected Sites or Obstructions 5.1 Horizontal Directional Drilling <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | 5.2 Gas and Oil Industry Shore Crossing, Example No. 1 <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | 5.3 Two More Gas and Oil Shore Crossings <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | 5.4 Unfulfilled Horizontal Directional Drilling Attempts <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | 5.5 HDD Outfall Case Studies in the United Kingdom <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | 5.6 Other HDD Case Studies in Developed Countries <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | 5.7 Central Pacific Ocean HDD Jobs <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | 6 Crane Barge Offshore, Trestle Inshore, Trouble Ahead 6.1 Section-by-Section Installation of Reinforced Concrete Pipe Outfalls <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | 6.2 Southwest Ocean Outfall, San Francisco, California <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | 6.3 Monterey Bay Outfall, California <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | 6.4 Santa Cruz No. 3 Outfall, California <\/td>\n<\/tr>\n | ||||||
181<\/td>\n | 6.5 Stormwater Outfalls on the Lower U.S. East Coast <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | 6.6 The Crane Barge Working Alone <\/td>\n<\/tr>\n | ||||||
191<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | 7 High-Tech Outfall Installation in Deep Water 7.1 Saturation Diving <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | 7.2 Working Underwater with No Divers <\/td>\n<\/tr>\n | ||||||
199<\/td>\n | 7.3 Renton, Seattle, Washington <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | 7.4 Iona, Vancouver, British Columbia, Canada <\/td>\n<\/tr>\n | ||||||
205<\/td>\n | 7.5 Point Loma Extension, San Diego, California <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | 8 Creating Tunnel Outfalls and Their Risers 8.1 Tunnel Boring Machines <\/td>\n<\/tr>\n | ||||||
217<\/td>\n | 8.2 Three Full-Tunnel Outfalls at Sydney, Australia <\/td>\n<\/tr>\n | ||||||
220<\/td>\n | 8.3 Other Tunnel Outfalls <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | 8.4 Sacrificial Tunnels for Outfalls <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | 8.5 Use of Microtunneling and Pipe-Jacking to Create Outfalls <\/td>\n<\/tr>\n | ||||||
225<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
230<\/td>\n | 9 Hybrid-Design Outfalls 9.1 Two Distinct Parts <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | 9.2 South Bay Ocean Outfall, San Diego, California <\/td>\n<\/tr>\n | ||||||
240<\/td>\n | 9.3 Strategic Sewage Disposal Scheme, Stage I Outfall, Hong Kong <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | 9.4 The Fort Kamehameha No. 2 Outfall, Hawaii <\/td>\n<\/tr>\n | ||||||
247<\/td>\n | 9.5 Post Script <\/td>\n<\/tr>\n | ||||||
248<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
250<\/td>\n | 10 Selected Polyethylene Outfalls 10.1 Lightness and Heaviness <\/td>\n<\/tr>\n | ||||||
251<\/td>\n | 10.2 High-Density Polyethylene Pipes in South Africa <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | 10.3 Selected Polyethylene Outfalls: First Set <\/td>\n<\/tr>\n | ||||||
258<\/td>\n | 10.4 Selected Polyethylene Outfalls: Second Set <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | 10.5 The Latest Polyethylene Outfalls <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | 10.6 Installation Problems <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | 11 Unusual Outfalls 11.1 Techniques from the Gas and Oil Industry <\/td>\n<\/tr>\n | ||||||
267<\/td>\n | 11.2 Small-Diameter Flexible Pipe from a Reel Barge <\/td>\n<\/tr>\n | ||||||
270<\/td>\n | 11.3 Outfalls in Remote Locations <\/td>\n<\/tr>\n | ||||||
274<\/td>\n | 11.4 Novel Designs: The Americas <\/td>\n<\/tr>\n | ||||||
279<\/td>\n | 11.5 Novel Designs: Europe <\/td>\n<\/tr>\n | ||||||
284<\/td>\n | 11.6 Novel Designs: Other Countries <\/td>\n<\/tr>\n | ||||||
287<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
290<\/td>\n | 12 Difficult or Impossible Outfalls 12.1 The Cruel Sea <\/td>\n<\/tr>\n | ||||||
291<\/td>\n | 12.2 Lobsters versus Crane Barges and Human Lives <\/td>\n<\/tr>\n | ||||||
293<\/td>\n | 12.3 A Troubled U.S. West Coast Project <\/td>\n<\/tr>\n | ||||||
297<\/td>\n | 12.4 Problems at Pulp and Paper Mills <\/td>\n<\/tr>\n | ||||||
300<\/td>\n | 12.5 More Problems <\/td>\n<\/tr>\n | ||||||
303<\/td>\n | 12.6 Anything That Can Happen Will Happen <\/td>\n<\/tr>\n | ||||||
305<\/td>\n | 12.7 Outfalls That Couldn\u2019t Be Built <\/td>\n<\/tr>\n | ||||||
308<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
310<\/td>\n | 13 Giant Tunnel Outfall as Part of the Boston Harbor Cleanup 13.1 Boston\u2019s Water and Wastewater <\/td>\n<\/tr>\n | ||||||
313<\/td>\n | 13.2 Early Stages <\/td>\n<\/tr>\n | ||||||
316<\/td>\n | 13.3 Installation of Risers 13.4 A Personal Experience <\/td>\n<\/tr>\n | ||||||
318<\/td>\n | 13.5 The Driving of the Tunnel Outfall <\/td>\n<\/tr>\n | ||||||
320<\/td>\n | 13.6 Diffuser Completion and Outfall Startup <\/td>\n<\/tr>\n | ||||||
322<\/td>\n | 13.7 The Cross-Harbor Tunnel 13.8 Accomplishments <\/td>\n<\/tr>\n | ||||||
324<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
328<\/td>\n | Appendix A: Selected World Outfalls, Continuing after Table 1-1 <\/td>\n<\/tr>\n | ||||||
386<\/td>\n | Appendix B: Wave-Related Concepts and Calculations for Outfall Design-Build B.1 Ocean Waves <\/td>\n<\/tr>\n | ||||||
392<\/td>\n | B.2 Wave-Related Computations for Trestles <\/td>\n<\/tr>\n | ||||||
394<\/td>\n | B.3 The Old Pipe and the Sea <\/td>\n<\/tr>\n | ||||||
396<\/td>\n | B.4 Wave Force Considerations for Exposed Submarine Pipelines <\/td>\n<\/tr>\n | ||||||
404<\/td>\n | B.5 Research Results <\/td>\n<\/tr>\n | ||||||
407<\/td>\n | B.6 Pipe Protection by Quarry Rock <\/td>\n<\/tr>\n | ||||||
410<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
414<\/td>\n | Appendix C: Immersed Tubes as Big Outfalls C.1 The Concept <\/td>\n<\/tr>\n | ||||||
416<\/td>\n | C.2 Use of Immersed Tubes <\/td>\n<\/tr>\n | ||||||
418<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
422<\/td>\n | Index A B <\/td>\n<\/tr>\n | ||||||
423<\/td>\n | C D E F <\/td>\n<\/tr>\n | ||||||
424<\/td>\n | G H <\/td>\n<\/tr>\n | ||||||
425<\/td>\n | I J K L M <\/td>\n<\/tr>\n | ||||||
426<\/td>\n | N <\/td>\n<\/tr>\n | ||||||
427<\/td>\n | O P <\/td>\n<\/tr>\n | ||||||
428<\/td>\n | R S <\/td>\n<\/tr>\n | ||||||
430<\/td>\n | T U <\/td>\n<\/tr>\n | ||||||
431<\/td>\n | V W <\/td>\n<\/tr>\n | ||||||
432<\/td>\n | About the Author <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Marine Outfall Construction<\/b><\/p>\n |