{"id":28094,"date":"2024-10-17T02:56:20","date_gmt":"2024-10-17T02:56:20","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-manual-60-07-2007\/"},"modified":"2024-10-24T14:01:08","modified_gmt":"2024-10-24T14:01:08","slug":"asce-manual-60-07-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-manual-60-07-2007\/","title":{"rendered":"ASCE Manual 60 07 2007"},"content":{"rendered":"
Prepared by a Joint Task Force of the American Society of Civil Engineers (ASCE) and the Water Environment Federation (WEF), Gravity Sanitary Sewer Design and Construction, Second Edition (ASCE Manuals and Reports on Engineering Practice No. 60 \/ WEF Manual of Practice No. FD-5) provides theoretical and practical guidelines for the design and construction of gravity sanitary sewers.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
10<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | FOREWORD <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 1 ORGANIZATION AND ADMINISTRATION OF SANITARY SEWER PROJECTS 1.1 Introduction <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 1.2 Definition of Terms and Classification of Sanitary Sewers <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 1.3 Phases of Project Development <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 1.4 Interrelations of Project Development Phases <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 1.5 Parties Involved in Design and Construction of Sanitary Sewer Projects <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 1.6 Role of Parties in Each Phase <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 1.7 Control of Sanitary Sewer System Use <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 1.8 Federal and State Planning and Funding Assistance <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 1.9 Local Funding <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 1.10 Safety <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 1.11 National Environmental Policy Act of 1969 <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 1.12 Capacity, Management, Operations, and Maintenance (CMOM) <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 1.13 Measurement Units <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 2 SURVEYS AND INVESTIGATIONS 2.1 Introduction <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 2.2 Types of Information Required <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 2.3 Sources of Information <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 2.4 Surveys for Different Project Phases <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 2.5 Investigations <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 3 QUANTITY OF WASTEWATER 3.1 Introduction <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 3.2 Design Period <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 3.3 Population or Dwelling Unit Forecast <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 3.4 Land Use and\/or Employee Forecasts <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | 3.5 Average Unit Flows <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 3.6 Average Flows <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 3.7 Other <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | 3.8 Infiltration\/Inflow <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | 3.9 Peak and Minimum Flows <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 3.10 Uncertainty in Forecasts <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | 4 CORROSION PROCESSES AND CONTROLS IN MUNICIPAL WASTEWATER COLLECTION SYSTEMS 4.1 Introduction 4.2 Corrosion <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | 4.3 Nonbiological Corrosion Processes <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | 4.4 Microbiologically Induced Corrosion Processes <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | 4.5 Corrosion Prediction Models <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | 4.6 Sulfide Corrosion Control <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | 5 HYDRAULICS OF SEWERS 5.1 Introduction <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | 5.2 Terminology and Symbols <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | 5.3 Hydraulic Principles <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | 5.4 Flow Resistance <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | 5.5 Self-Cleansing in Sanitary Sewers <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | 5.6 Design Computations <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | 5.7 Hydraulic Continuity Through Manholes <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | 5.8 Head Loss in Manholes <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | 5.9 Water Surface Profiles <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | 5.10 Service Lateral Slopes <\/td>\n<\/tr>\n | ||||||
171<\/td>\n | 5.11 Partial Listing of Current Sewer Analysis\/Design Software Appendix <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | 6 DESIGN OF SANITARY SEWER SYSTEMS 6.1 Introduction <\/td>\n<\/tr>\n | ||||||
181<\/td>\n | 6.2 Energy Concepts of Sewer Systems 6.3 Combined Versus Separate Sewers <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | 6.4 Layout of System <\/td>\n<\/tr>\n | ||||||
185<\/td>\n | 6.5 Curved Sanitary Sewers <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | 6.6 Type of Conduit 6.7 Ventilation 6.8 Depth of Sanitary Sewer <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | 6.9 Flow Velocities and Design Depths of Flow <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | 6.10 Infiltration\/Inflow <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | 6.11 Infiltration\/Exfiltration and Low-Pressure Air Testing <\/td>\n<\/tr>\n | ||||||
198<\/td>\n | 6.12 Design for Various Conditions <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | 6.13 Relief Sewers 6.14 Organization of Computations <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | 7 APPURTENANCES AND SPECIAL STRUCTURES 7.1 Introduction 7.2 Manholes <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | 7.3 Bends <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | 7.4 Junctions and Diversions <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | 7.5. Drop Manholes <\/td>\n<\/tr>\n | ||||||
217<\/td>\n | 7.6 Terminal Cleanouts <\/td>\n<\/tr>\n | ||||||
218<\/td>\n | 7.7 Service Laterals <\/td>\n<\/tr>\n | ||||||
219<\/td>\n | 7.8 Check Valves and Relief Overflows <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | 7.9 Siphons <\/td>\n<\/tr>\n | ||||||
225<\/td>\n | 7.10 Flap Gates or Duckbill Valves 7.11 Sewers Above Ground <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | 7.12 Underwater Sewers and Outfalls <\/td>\n<\/tr>\n | ||||||
235<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | 8 MATERIALS FOR SEWER CONSTRUCTION 8.1 Introduction <\/td>\n<\/tr>\n | ||||||
239<\/td>\n | 8.2 Sewer Pipe Materials <\/td>\n<\/tr>\n | ||||||
250<\/td>\n | 8.3 Pipe Joints <\/td>\n<\/tr>\n | ||||||
252<\/td>\n | 8.4 Summary References <\/td>\n<\/tr>\n | ||||||
254<\/td>\n | 9 STRUCTURAL REQUIREMENTS 9.1 General <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | 9.2 Loads on Sewers Caused by Gravity Earth Forces <\/td>\n<\/tr>\n | ||||||
280<\/td>\n | 9.3 Live Loads and Minimum Cover <\/td>\n<\/tr>\n | ||||||
291<\/td>\n | 9.4 Direct Design and Indirect Design <\/td>\n<\/tr>\n | ||||||
292<\/td>\n | 9.5 Rigid Pipe Structural Design <\/td>\n<\/tr>\n | ||||||
314<\/td>\n | 9.6 Flexible Pipe Structural Design <\/td>\n<\/tr>\n | ||||||
344<\/td>\n | 9.7 Installation <\/td>\n<\/tr>\n | ||||||
352<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
353<\/td>\n | Bibliography <\/td>\n<\/tr>\n | ||||||
356<\/td>\n | 10 CONSTRUCTION CONTRACT DOCUMENTS 10.1 Introduction <\/td>\n<\/tr>\n | ||||||
358<\/td>\n | 10.2 Contract Drawings <\/td>\n<\/tr>\n | ||||||
368<\/td>\n | 10.3 Project Manual <\/td>\n<\/tr>\n | ||||||
381<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
382<\/td>\n | 11 CONSTRUCTION METHODS 11.1 Introduction <\/td>\n<\/tr>\n | ||||||
383<\/td>\n | 11.2 Project Costs <\/td>\n<\/tr>\n | ||||||
385<\/td>\n | 11.3 Construction Surveys <\/td>\n<\/tr>\n | ||||||
388<\/td>\n | 11.4 Site Preparation 11.5 Open-trench Construction <\/td>\n<\/tr>\n | ||||||
402<\/td>\n | 11.6 Special Construction <\/td>\n<\/tr>\n | ||||||
405<\/td>\n | 11.7 Sewer Appurtenances <\/td>\n<\/tr>\n | ||||||
406<\/td>\n | 11.8 Project Acceptance <\/td>\n<\/tr>\n | ||||||
408<\/td>\n | Bibliography <\/td>\n<\/tr>\n | ||||||
410<\/td>\n | 12 TRENCHLESS DESIGN AND CONSTRUCTION 12.1 Introduction and Comparison of Trenchless Technology Methods <\/td>\n<\/tr>\n | ||||||
413<\/td>\n | 12.2 Costs of Utility Construction Using Trenchless Installation Methods <\/td>\n<\/tr>\n | ||||||
415<\/td>\n | 12.3 Design Considerations for Trenchless Pipeline Construction Methods <\/td>\n<\/tr>\n | ||||||
417<\/td>\n | 12.4 Pipe Materials 12.5 Horizontal Auger Boring <\/td>\n<\/tr>\n | ||||||
418<\/td>\n | 12.6 Pipe Ramming <\/td>\n<\/tr>\n | ||||||
419<\/td>\n | 12.7 Pipe Jacking <\/td>\n<\/tr>\n | ||||||
422<\/td>\n | 12.8 Horizontal Directional Drilling <\/td>\n<\/tr>\n | ||||||
424<\/td>\n | 12.9 Microtunneling <\/td>\n<\/tr>\n | ||||||
426<\/td>\n | 12.10 Pilot-tube Microtunneling 12.11 Pipe Bursting Method <\/td>\n<\/tr>\n | ||||||
428<\/td>\n | Note Bibliography <\/td>\n<\/tr>\n | ||||||
430<\/td>\n | INDEX A B C <\/td>\n<\/tr>\n | ||||||
431<\/td>\n | D E <\/td>\n<\/tr>\n | ||||||
432<\/td>\n | F G H <\/td>\n<\/tr>\n | ||||||
433<\/td>\n | I J L M N <\/td>\n<\/tr>\n | ||||||
434<\/td>\n | O P R <\/td>\n<\/tr>\n | ||||||
435<\/td>\n | S <\/td>\n<\/tr>\n | ||||||
436<\/td>\n | T U <\/td>\n<\/tr>\n | ||||||
437<\/td>\n | V W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Manual of Practice No. 60; WEF Manual of Practice No. FD-5: Gravity Sanitary Sewer Design and Construction<\/b><\/p>\n |