ASCE Manual 107 05:2005 Edition
$56.25
Manual of Practice No. 107: Ship Channel Design and Operation
Published By | Publication Date | Number of Pages |
ASCE | 2005 | 276 |
This manual provides an overview of the design process and operation of deep-draft navigation projects. Ship channels are the connecting link between the ocean shipping lanes and coastal or inland deep water ports. The reliability of ship channels is important to commercial navigation as well as to our national defense for rapid development of Navy, Army, and Coastal Guard vessels. This manual is intended as a design guide for practicing engineers and a reference for government agencies involved with the design and operation of deep draft navigation systems. This current volume is revived and expanded from Manual of Practice 80: Report on Ship Channel Design.
PDF Catalog
PDF Pages | PDF Title |
---|---|
6 | CONTENTS |
14 | PREFACE |
16 | 1 INTRODUCTION 1.1 Purpose |
18 | 1.2 Background |
19 | 1.3 National Defense 1.4 Economic Value to the Nation |
21 | 1.5 Project Responsibilities |
22 | 1.6 Scope |
24 | 2 PROJECT DESIGN 2.1 Design Philosophy |
26 | 2.2 Typical Project Elements 2.3 Preliminary Design Checklist |
28 | 2.4 Design Considerations |
29 | 2.5 U.S. Coast Guard 2.6 Baseline Studies |
30 | 2.7 Typical Engineering Studies |
31 | 2.8 Cargo Types |
32 | 3 SHIP CHARACTERISTICS 3.1 Introduction 3.1.1 Purpose 3.1.2 Methodology and Sources |
33 | 3.1.3 Presentation 3.2 Dry Bulk Ships 3.2.1 Description and Purpose |
34 | 3.2.2 Ship Types |
36 | 3.3 Container Ships 3.3.1 Description and Purpose |
37 | 3.3.2 Future Ship Sizes 3.4 Liquid Bulk Ships 3.4.1 Description and Purpose |
39 | 3.5 Navy Ships |
40 | 3.6 Other Ships 3.6.1 Description and Purpose |
41 | 3.7 Summary 3.8 Source |
42 | 4 FACTORS INFLUENCING CHANNEL DESIGN 4.1 Water Levels 4.2 Tide Predictions 4.3 Wind, Waves, and Currents |
44 | 4.4 Design Vessel 4.5 Sedimentation 4.6 Accident Records |
45 | 4.7 Environmental Sustainability 4.8 Local Coordination 4.8.1 Pilot Interviews |
46 | 4.8.2 U.S. Coast Guard |
48 | 5 ESTUARY HYDRAULICS 5.1 Definition 5.2 Purpose of Estuary Classification |
49 | 5.3 Classification Options 5.3.1 Topographic Classification |
50 | 5.3.2 Classification by Salinity Structures |
53 | 5.4 Flow Predominance 5.5 Null Point |
54 | 5.6 Salinity Effects on Shoaling 5.7 Summary of Estuary Classification 5.8 Tide-Generating Forces |
55 | 5.9 Tide Terms 5.10 Types of Tides |
56 | 5.11 Spring and Neap Tides 5.12 Influence of Moon and Sun |
57 | 5.13 Tide Prediction Tables 5.14 Nonastronomical Forces 5.15 Waveforms 5.16 Winds and Wind-Generated Waves |
58 | 5.17 Setup, Setdown, and Storm Surge 5.18 Seiche 5.19 Freshwater Sources |
59 | 5.20 Episodic Events 5.21 Changes in Sea Level |
60 | 5.22 Apparent Sea Level Rise 5.23 Sea Level Rise Impact on Navigational Channels 5.24 Source |
62 | 6 CHANNEL DEPTH 6.1 Channel Depth Design Methods |
64 | 6.2 Design Ship Loaded Draft 6.3 Effects of Fresh Water 6.4 Ship Motion from Waves |
67 | 6.5 Squat Underway 6.6 Safety Clearance |
68 | 6.7 Advance Maintenance |
69 | 6.8 Dredging Tolerance 6.9 Nautical Depth |
70 | 6.10 Source |
72 | 7 CHANNEL ALIGNMENT 7.1 General 7.2 Variable Alignment |
73 | 7.3 Straight Alignment |
74 | 7.4 PIANC Method |
78 | 8 CHANNEL WIDTHS 8.1 General 8.2 Maneuvering Lane |
80 | 8.3 Ship Clearance 8.4 Bank Clearance 8.5 Channel Types |
81 | 8.6 Preliminary Design Guidelines for Straight Segments |
84 | 8.7 Preliminary Design Guidelines for Channel Bends 8.7.1 General |
89 | 8.7.2 Channel Width in Turns 8.7.3 Turn Design |
91 | 8.7.4 Successive Turns 8.8 Channel Width Final Design |
94 | 9 SEDIMENTATION 9.1 Native Soils 9.2 Riverine Sediments |
95 | 9.3 River Reaches |
96 | 9.4 Littoral Sediments 9.5 Predictive Techniques |
97 | 9.6 Channel Shoaling 9.7 Beach Erosion 9.8 Source |
98 | 10 DREDGING AND DISPOSAL 10.1 Dredges 10.2 Hopper Dredges |
101 | 10.3 Hydraulic Pipeline Dredge |
103 | 10.4 Dustpan and Sidecasting Dredges |
104 | 10.5 Mechanical Dredges |
106 | 10.6 Disposal 10.7 Source |
108 | 11 JETTIES 11.1 Layout |
109 | 11.2 Spacing 11.3 Length |
110 | 11.4 Types |
114 | 11.5 Source |
116 | 12 SHIP LOCKS |
122 | 13 OTHER PROJECT FEATURES 13.1 General 13.2 Turning Basins |
124 | 13.2.1 Size 13.2.2 Depth 13.2.3 Shoaling 13.3 Anchorages |
126 | 13.4 Salinity Barriers 13.4.1 Ship Locks 13.4.2 Submerged Barriers |
127 | 13.5 Diversion Works |
128 | 13.6 Bridges 13.6.1 Horizontal Clearance |
129 | 13.6.2 Vertical Clearance 13.6.3 Bridge Approaches 13.6.4 Examples 13.7 Hurricane Barriers |
132 | 13.8 Sediment Traps 13.9 Training Dikes and Revetments 13.9.1 Dikes 13.9.2 Revetments |
135 | 13.10 Port Berthing and Maneuvering Areas |
142 | 14 ENVIRONMENTAL CONSIDERATIONS 14.1 General 14.2 Altered Circulation |
143 | 14.3 Dredging |
144 | 14.4 Dredged Material Disposal 14.4.1 Open Water Disposal 14.4.2 Upland or off Channel |
145 | 14.4.3 Agitation Disposal Method 14.5 Jetty Construction 14.5.1 Water Quality Impacts |
146 | COLOR PLATES |
150 | 14.5.2 Biological Impacts |
151 | 14.6 Recent Experience 14.6.1 Houston Ship Channel 14.6.2 Columbia River Ship Channel 14.7 Source |
152 | 15 MODEL STUDIES 15.1 General 15.2 Physical Models |
153 | 15.3 Numerical Models |
154 | 15.4 Ship Simulator Models |
160 | 15.5 Vessel Traffic Flow Simulation |
162 | 16 ICE MANAGEMENT 16.1 General 16.2 Design of Channels with Ice |
163 | 16.3 Locks 16.4 Erosion and Sediment Movement |
164 | 16.5 Vibration 16.6 Mitigation of Ice Problems |
165 | 16.7 Source |
166 | 17 ECONOMIC OPTIMUM DESIGN 17.1 General 17.2 Channels |
167 | 17.3 Structures |
168 | 17.4 Benefits |
169 | 17.5 Transportation Savings |
170 | 17.6 Evaluation Procedure 17.7 Source |
172 | 18 CONSTRUCTION 18.1 General |
174 | 18.2 Source |
176 | 19 OPERATIONS AND MAINTENANCE 19.1 Weather and Channel Conditions 19.2 Ship Movements |
177 | 19.3 Pilotage 19.4 Normal Maintenance |
178 | 19.5 Maintenance as a Result of Extreme Events |
179 | 19.5.1 Volcanoes 19.5.2 Earthquake |
183 | 19.5.3 Major Floods |
184 | 19.5.4 Hurricanes 19.6 Accidents |
185 | 19.7 Operation and Maintenance Plan (O&M) |
186 | 20 COAST GUARD ACTIVITIES THAT SUPPORT NAVIGATION 20.1 General 20.2 Maritime Mobility |
187 | 20.2.1 Aids to Navigation |
190 | 20.2.2 Private Aids to Navigation 20.2.3 Western Rivers Marking System |
192 | 20.2.4 Notice to Mariners 20.2.5 Ice Breaking |
195 | 20.2.6 Bridge Administration |
198 | 20.2.7 Waterways Management/Vessel Traffic Service |
202 | 20.3 Maritime Safety 20.3.1 Prevention |
203 | 20.3.2 Response (Search and Rescue) |
204 | 20.3.3 Casualty Investigations |
205 | 20.4 Maritime Security |
206 | 20.4.1 General Maritime Law Enforcement 20.4.2 Drug Interdiction 20.4.3 Alien Migrant Interdiction |
207 | 20.4.4 EEZ and Living Marine Resource Law/Treaty Enforcement 20.5 National Defense 20.6 Protection of Natural Resources |
208 | 20.6.1 Pollution Response |
209 | 20.6.2 Enforcement 20.7 Source |
210 | 21 NOAA ACTIVITIES THAT SUPPORT NAVIGATION 21.1 National Ocean Service (NOS) 21.2 Authorizing Mandate 21.3 Nautical Charts |
212 | 21.4 Tides and Currents |
214 | 21.5 Currents |
215 | 21.6 Global Positioning |
216 | 21.7 Coast Pilot 21.8 Ports |
217 | 21.9 Marine and Coastal Weather Services 21.10 Source |
218 | 22 CASE HISTORIES 22.1 Case History 1—Grays Harbor, Washington 22.2 Case History 2—Norfolk Harbor, Virginia 22.3 Case History 3—Savannah Harbor, Georgia |
219 | 22.4 Case History 1—Grays Harbor, Washington 22.4.1 Project Description |
220 | 22.4.2 Proposed Channel Improvements 22.4.3 Hydrodynamic and Wind Conditions |
221 | 22.4.4 Design Vessel 22.4.5 Channel Depth Design |
222 | 22.4.6 Channel Width and Alignment Design |
223 | 22.4.7 Outer Harbor Simulations 22.4.8 Inner Harbor 22.4.9 Hydrodynamic and Sediment Studies |
224 | 22.4.10 Dredge Material Disposal 22.4.11 Mitigation 22.4.12 Relocations 22.4.13 Project Status |
225 | 22.5 Case History 2—Norfolk Harbor and Channels, Virginia 22.5.1 Project Description 22.5.2 Proposed Channel Improvements 22.5.3 Hydrodynamic and Wind Conditions |
227 | 22.5.4 Design Vessels |
228 | 22.5.5 Channel Design Simulation Studies 22.5.6 Channel Depth Design |
229 | 22.5.7 Channel Width Design 22.5.8 Hydrodynamic and Sedimentation Studies |
230 | 22.5.9 Dredge Material Disposal 22.5.10 Mitigation 22.5.11 Relocations |
232 | 22.6 Case History 3—Savannah Harbor Widening Project Savannah, Georgia 22.6.1 Project Description |
233 | 22.6.2 Proposed Channel Improvements 22.6.3 Hydrodynamic Conditions 22.6.4 Design Vessels |
234 | 22.6.5 Channel Design |
235 | 22.6.6 Project Status |
236 | Appendix A: BIBLIOGRAPHY |
240 | Appendix B: DIMENSIONS OF SELECTED U.S. DEEP-DRAFT NAVIGATION ENTRANCE CHANNELS IN 1993 |
242 | Appendix C: ESTUARY WATERWAY PROJECTS LESSONS LEARNED |
264 | INDEX A B |
265 | C |
266 | D |
267 | E F |
268 | G H I |
269 | J K L |
270 | M N |
271 | O P |
272 | R S |
274 | T |
275 | U V |
276 | W Y |