{"id":28108,"date":"2024-10-17T02:56:24","date_gmt":"2024-10-17T02:56:24","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-manual-107-05\/"},"modified":"2024-10-24T14:01:11","modified_gmt":"2024-10-24T14:01:11","slug":"asce-manual-107-05","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-manual-107-05\/","title":{"rendered":"ASCE Manual 107 05"},"content":{"rendered":"

 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.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
6<\/td>\nCONTENTS <\/td>\n<\/tr>\n
14<\/td>\nPREFACE <\/td>\n<\/tr>\n
16<\/td>\n1 INTRODUCTION
1.1 Purpose <\/td>\n<\/tr>\n
18<\/td>\n1.2 Background <\/td>\n<\/tr>\n
19<\/td>\n1.3 National Defense
1.4 Economic Value to the Nation <\/td>\n<\/tr>\n
21<\/td>\n1.5 Project Responsibilities <\/td>\n<\/tr>\n
22<\/td>\n1.6 Scope <\/td>\n<\/tr>\n
24<\/td>\n2 PROJECT DESIGN
2.1 Design Philosophy <\/td>\n<\/tr>\n
26<\/td>\n2.2 Typical Project Elements
2.3 Preliminary Design Checklist <\/td>\n<\/tr>\n
28<\/td>\n2.4 Design Considerations <\/td>\n<\/tr>\n
29<\/td>\n2.5 U.S. Coast Guard
2.6 Baseline Studies <\/td>\n<\/tr>\n
30<\/td>\n2.7 Typical Engineering Studies <\/td>\n<\/tr>\n
31<\/td>\n2.8 Cargo Types <\/td>\n<\/tr>\n
32<\/td>\n3 SHIP CHARACTERISTICS
3.1 Introduction
3.1.1 Purpose
3.1.2 Methodology and Sources <\/td>\n<\/tr>\n
33<\/td>\n3.1.3 Presentation
3.2 Dry Bulk Ships
3.2.1 Description and Purpose <\/td>\n<\/tr>\n
34<\/td>\n3.2.2 Ship Types <\/td>\n<\/tr>\n
36<\/td>\n3.3 Container Ships
3.3.1 Description and Purpose <\/td>\n<\/tr>\n
37<\/td>\n3.3.2 Future Ship Sizes
3.4 Liquid Bulk Ships
3.4.1 Description and Purpose <\/td>\n<\/tr>\n
39<\/td>\n3.5 Navy Ships <\/td>\n<\/tr>\n
40<\/td>\n3.6 Other Ships
3.6.1 Description and Purpose <\/td>\n<\/tr>\n
41<\/td>\n3.7 Summary
3.8 Source <\/td>\n<\/tr>\n
42<\/td>\n4 FACTORS INFLUENCING CHANNEL DESIGN
4.1 Water Levels
4.2 Tide Predictions
4.3 Wind, Waves, and Currents <\/td>\n<\/tr>\n
44<\/td>\n4.4 Design Vessel
4.5 Sedimentation
4.6 Accident Records <\/td>\n<\/tr>\n
45<\/td>\n4.7 Environmental Sustainability
4.8 Local Coordination
4.8.1 Pilot Interviews <\/td>\n<\/tr>\n
46<\/td>\n4.8.2 U.S. Coast Guard <\/td>\n<\/tr>\n
48<\/td>\n5 ESTUARY HYDRAULICS
5.1 Definition
5.2 Purpose of Estuary Classification <\/td>\n<\/tr>\n
49<\/td>\n5.3 Classification Options
5.3.1 Topographic Classification <\/td>\n<\/tr>\n
50<\/td>\n5.3.2 Classification by Salinity Structures <\/td>\n<\/tr>\n
53<\/td>\n5.4 Flow Predominance
5.5 Null Point <\/td>\n<\/tr>\n
54<\/td>\n5.6 Salinity Effects on Shoaling
5.7 Summary of Estuary Classification
5.8 Tide-Generating Forces <\/td>\n<\/tr>\n
55<\/td>\n5.9 Tide Terms
5.10 Types of Tides <\/td>\n<\/tr>\n
56<\/td>\n5.11 Spring and Neap Tides
5.12 Influence of Moon and Sun <\/td>\n<\/tr>\n
57<\/td>\n5.13 Tide Prediction Tables
5.14 Nonastronomical Forces
5.15 Waveforms
5.16 Winds and Wind-Generated Waves <\/td>\n<\/tr>\n
58<\/td>\n5.17 Setup, Setdown, and Storm Surge
5.18 Seiche
5.19 Freshwater Sources <\/td>\n<\/tr>\n
59<\/td>\n5.20 Episodic Events
5.21 Changes in Sea Level <\/td>\n<\/tr>\n
60<\/td>\n5.22 Apparent Sea Level Rise
5.23 Sea Level Rise Impact on Navigational Channels
5.24 Source <\/td>\n<\/tr>\n
62<\/td>\n6 CHANNEL DEPTH
6.1 Channel Depth Design Methods <\/td>\n<\/tr>\n
64<\/td>\n6.2 Design Ship Loaded Draft
6.3 Effects of Fresh Water
6.4 Ship Motion from Waves <\/td>\n<\/tr>\n
67<\/td>\n6.5 Squat Underway
6.6 Safety Clearance <\/td>\n<\/tr>\n
68<\/td>\n6.7 Advance Maintenance <\/td>\n<\/tr>\n
69<\/td>\n6.8 Dredging Tolerance
6.9 Nautical Depth <\/td>\n<\/tr>\n
70<\/td>\n6.10 Source <\/td>\n<\/tr>\n
72<\/td>\n7 CHANNEL ALIGNMENT
7.1 General
7.2 Variable Alignment <\/td>\n<\/tr>\n
73<\/td>\n7.3 Straight Alignment <\/td>\n<\/tr>\n
74<\/td>\n7.4 PIANC Method <\/td>\n<\/tr>\n
78<\/td>\n8 CHANNEL WIDTHS
8.1 General
8.2 Maneuvering Lane <\/td>\n<\/tr>\n
80<\/td>\n8.3 Ship Clearance
8.4 Bank Clearance
8.5 Channel Types <\/td>\n<\/tr>\n
81<\/td>\n8.6 Preliminary Design Guidelines for Straight Segments <\/td>\n<\/tr>\n
84<\/td>\n8.7 Preliminary Design Guidelines for Channel Bends
8.7.1 General <\/td>\n<\/tr>\n
89<\/td>\n8.7.2 Channel Width in Turns
8.7.3 Turn Design <\/td>\n<\/tr>\n
91<\/td>\n8.7.4 Successive Turns
8.8 Channel Width Final Design <\/td>\n<\/tr>\n
94<\/td>\n9 SEDIMENTATION
9.1 Native Soils
9.2 Riverine Sediments <\/td>\n<\/tr>\n
95<\/td>\n9.3 River Reaches <\/td>\n<\/tr>\n
96<\/td>\n9.4 Littoral Sediments
9.5 Predictive Techniques <\/td>\n<\/tr>\n
97<\/td>\n9.6 Channel Shoaling
9.7 Beach Erosion
9.8 Source <\/td>\n<\/tr>\n
98<\/td>\n10 DREDGING AND DISPOSAL
10.1 Dredges
10.2 Hopper Dredges <\/td>\n<\/tr>\n
101<\/td>\n10.3 Hydraulic Pipeline Dredge <\/td>\n<\/tr>\n
103<\/td>\n10.4 Dustpan and Sidecasting Dredges <\/td>\n<\/tr>\n
104<\/td>\n10.5 Mechanical Dredges <\/td>\n<\/tr>\n
106<\/td>\n10.6 Disposal
10.7 Source <\/td>\n<\/tr>\n
108<\/td>\n11 JETTIES
11.1 Layout <\/td>\n<\/tr>\n
109<\/td>\n11.2 Spacing
11.3 Length <\/td>\n<\/tr>\n
110<\/td>\n11.4 Types <\/td>\n<\/tr>\n
114<\/td>\n11.5 Source <\/td>\n<\/tr>\n
116<\/td>\n12 SHIP LOCKS <\/td>\n<\/tr>\n
122<\/td>\n13 OTHER PROJECT FEATURES
13.1 General
13.2 Turning Basins <\/td>\n<\/tr>\n
124<\/td>\n13.2.1 Size
13.2.2 Depth
13.2.3 Shoaling
13.3 Anchorages <\/td>\n<\/tr>\n
126<\/td>\n13.4 Salinity Barriers
13.4.1 Ship Locks
13.4.2 Submerged Barriers <\/td>\n<\/tr>\n
127<\/td>\n13.5 Diversion Works <\/td>\n<\/tr>\n
128<\/td>\n13.6 Bridges
13.6.1 Horizontal Clearance <\/td>\n<\/tr>\n
129<\/td>\n13.6.2 Vertical Clearance
13.6.3 Bridge Approaches
13.6.4 Examples
13.7 Hurricane Barriers <\/td>\n<\/tr>\n
132<\/td>\n13.8 Sediment Traps
13.9 Training Dikes and Revetments
13.9.1 Dikes
13.9.2 Revetments <\/td>\n<\/tr>\n
135<\/td>\n13.10 Port Berthing and Maneuvering Areas <\/td>\n<\/tr>\n
142<\/td>\n14 ENVIRONMENTAL CONSIDERATIONS
14.1 General
14.2 Altered Circulation <\/td>\n<\/tr>\n
143<\/td>\n14.3 Dredging <\/td>\n<\/tr>\n
144<\/td>\n14.4 Dredged Material Disposal
14.4.1 Open Water Disposal
14.4.2 Upland or off Channel <\/td>\n<\/tr>\n
145<\/td>\n14.4.3 Agitation Disposal Method
14.5 Jetty Construction
14.5.1 Water Quality Impacts <\/td>\n<\/tr>\n
146<\/td>\nCOLOR PLATES <\/td>\n<\/tr>\n
150<\/td>\n14.5.2 Biological Impacts <\/td>\n<\/tr>\n
151<\/td>\n14.6 Recent Experience
14.6.1 Houston Ship Channel
14.6.2 Columbia River Ship Channel
14.7 Source <\/td>\n<\/tr>\n
152<\/td>\n15 MODEL STUDIES
15.1 General
15.2 Physical Models <\/td>\n<\/tr>\n
153<\/td>\n15.3 Numerical Models <\/td>\n<\/tr>\n
154<\/td>\n15.4 Ship Simulator Models <\/td>\n<\/tr>\n
160<\/td>\n15.5 Vessel Traffic Flow Simulation <\/td>\n<\/tr>\n
162<\/td>\n16 ICE MANAGEMENT
16.1 General
16.2 Design of Channels with Ice <\/td>\n<\/tr>\n
163<\/td>\n16.3 Locks
16.4 Erosion and Sediment Movement <\/td>\n<\/tr>\n
164<\/td>\n16.5 Vibration
16.6 Mitigation of Ice Problems <\/td>\n<\/tr>\n
165<\/td>\n16.7 Source <\/td>\n<\/tr>\n
166<\/td>\n17 ECONOMIC OPTIMUM DESIGN
17.1 General
17.2 Channels <\/td>\n<\/tr>\n
167<\/td>\n17.3 Structures <\/td>\n<\/tr>\n
168<\/td>\n17.4 Benefits <\/td>\n<\/tr>\n
169<\/td>\n17.5 Transportation Savings <\/td>\n<\/tr>\n
170<\/td>\n17.6 Evaluation Procedure
17.7 Source <\/td>\n<\/tr>\n
172<\/td>\n18 CONSTRUCTION
18.1 General <\/td>\n<\/tr>\n
174<\/td>\n18.2 Source <\/td>\n<\/tr>\n
176<\/td>\n19 OPERATIONS AND MAINTENANCE
19.1 Weather and Channel Conditions
19.2 Ship Movements <\/td>\n<\/tr>\n
177<\/td>\n19.3 Pilotage
19.4 Normal Maintenance <\/td>\n<\/tr>\n
178<\/td>\n19.5 Maintenance as a Result of Extreme Events <\/td>\n<\/tr>\n
179<\/td>\n19.5.1 Volcanoes
19.5.2 Earthquake <\/td>\n<\/tr>\n
183<\/td>\n19.5.3 Major Floods <\/td>\n<\/tr>\n
184<\/td>\n19.5.4 Hurricanes
19.6 Accidents <\/td>\n<\/tr>\n
185<\/td>\n19.7 Operation and Maintenance Plan (O&M) <\/td>\n<\/tr>\n
186<\/td>\n20 COAST GUARD ACTIVITIES THAT SUPPORT NAVIGATION
20.1 General
20.2 Maritime Mobility <\/td>\n<\/tr>\n
187<\/td>\n20.2.1 Aids to Navigation <\/td>\n<\/tr>\n
190<\/td>\n20.2.2 Private Aids to Navigation
20.2.3 Western Rivers Marking System <\/td>\n<\/tr>\n
192<\/td>\n20.2.4 Notice to Mariners
20.2.5 Ice Breaking <\/td>\n<\/tr>\n
195<\/td>\n20.2.6 Bridge Administration <\/td>\n<\/tr>\n
198<\/td>\n20.2.7 Waterways Management\/Vessel Traffic Service <\/td>\n<\/tr>\n
202<\/td>\n20.3 Maritime Safety
20.3.1 Prevention <\/td>\n<\/tr>\n
203<\/td>\n20.3.2 Response (Search and Rescue) <\/td>\n<\/tr>\n
204<\/td>\n20.3.3 Casualty Investigations <\/td>\n<\/tr>\n
205<\/td>\n20.4 Maritime Security <\/td>\n<\/tr>\n
206<\/td>\n20.4.1 General Maritime Law Enforcement
20.4.2 Drug Interdiction
20.4.3 Alien Migrant Interdiction <\/td>\n<\/tr>\n
207<\/td>\n20.4.4 EEZ and Living Marine Resource Law\/Treaty Enforcement
20.5 National Defense
20.6 Protection of Natural Resources <\/td>\n<\/tr>\n
208<\/td>\n20.6.1 Pollution Response <\/td>\n<\/tr>\n
209<\/td>\n20.6.2 Enforcement
20.7 Source <\/td>\n<\/tr>\n
210<\/td>\n21 NOAA ACTIVITIES THAT SUPPORT NAVIGATION
21.1 National Ocean Service (NOS)
21.2 Authorizing Mandate
21.3 Nautical Charts <\/td>\n<\/tr>\n
212<\/td>\n21.4 Tides and Currents <\/td>\n<\/tr>\n
214<\/td>\n21.5 Currents <\/td>\n<\/tr>\n
215<\/td>\n21.6 Global Positioning <\/td>\n<\/tr>\n
216<\/td>\n21.7 Coast Pilot
21.8 Ports <\/td>\n<\/tr>\n
217<\/td>\n21.9 Marine and Coastal Weather Services
21.10 Source <\/td>\n<\/tr>\n
218<\/td>\n22 CASE HISTORIES
22.1 Case History 1\u2014Grays Harbor, Washington
22.2 Case History 2\u2014Norfolk Harbor, Virginia
22.3 Case History 3\u2014Savannah Harbor, Georgia <\/td>\n<\/tr>\n
219<\/td>\n22.4 Case History 1\u2014Grays Harbor, Washington
22.4.1 Project Description <\/td>\n<\/tr>\n
220<\/td>\n22.4.2 Proposed Channel Improvements
22.4.3 Hydrodynamic and Wind Conditions <\/td>\n<\/tr>\n
221<\/td>\n22.4.4 Design Vessel
22.4.5 Channel Depth Design <\/td>\n<\/tr>\n
222<\/td>\n22.4.6 Channel Width and Alignment Design <\/td>\n<\/tr>\n
223<\/td>\n22.4.7 Outer Harbor Simulations
22.4.8 Inner Harbor
22.4.9 Hydrodynamic and Sediment Studies <\/td>\n<\/tr>\n
224<\/td>\n22.4.10 Dredge Material Disposal
22.4.11 Mitigation
22.4.12 Relocations
22.4.13 Project Status <\/td>\n<\/tr>\n
225<\/td>\n22.5 Case History 2\u2014Norfolk Harbor and Channels, Virginia
22.5.1 Project Description
22.5.2 Proposed Channel Improvements
22.5.3 Hydrodynamic and Wind Conditions <\/td>\n<\/tr>\n
227<\/td>\n22.5.4 Design Vessels <\/td>\n<\/tr>\n
228<\/td>\n22.5.5 Channel Design Simulation Studies
22.5.6 Channel Depth Design <\/td>\n<\/tr>\n
229<\/td>\n22.5.7 Channel Width Design
22.5.8 Hydrodynamic and Sedimentation Studies <\/td>\n<\/tr>\n
230<\/td>\n22.5.9 Dredge Material Disposal
22.5.10 Mitigation
22.5.11 Relocations <\/td>\n<\/tr>\n
232<\/td>\n22.6 Case History 3\u2014Savannah Harbor Widening Project Savannah, Georgia
22.6.1 Project Description <\/td>\n<\/tr>\n
233<\/td>\n22.6.2 Proposed Channel Improvements
22.6.3 Hydrodynamic Conditions
22.6.4 Design Vessels <\/td>\n<\/tr>\n
234<\/td>\n22.6.5 Channel Design <\/td>\n<\/tr>\n
235<\/td>\n22.6.6 Project Status <\/td>\n<\/tr>\n
236<\/td>\nAppendix A: BIBLIOGRAPHY <\/td>\n<\/tr>\n
240<\/td>\nAppendix B: DIMENSIONS OF SELECTED U.S. DEEP-DRAFT NAVIGATION ENTRANCE CHANNELS IN 1993 <\/td>\n<\/tr>\n
242<\/td>\nAppendix C: ESTUARY WATERWAY PROJECTS LESSONS LEARNED <\/td>\n<\/tr>\n
264<\/td>\nINDEX
A
B <\/td>\n<\/tr>\n
265<\/td>\nC <\/td>\n<\/tr>\n
266<\/td>\nD <\/td>\n<\/tr>\n
267<\/td>\nE
F <\/td>\n<\/tr>\n
268<\/td>\nG
H
I <\/td>\n<\/tr>\n
269<\/td>\nJ
K
L <\/td>\n<\/tr>\n
270<\/td>\nM
N <\/td>\n<\/tr>\n
271<\/td>\nO
P <\/td>\n<\/tr>\n
272<\/td>\nR
S <\/td>\n<\/tr>\n
274<\/td>\nT <\/td>\n<\/tr>\n
275<\/td>\nU
V <\/td>\n<\/tr>\n
276<\/td>\nW
Y <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Manual of Practice No. 107: Ship Channel Design and Operation<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2005<\/td>\n276<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":28109,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-28108","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/28108","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/28109"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=28108"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=28108"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=28108"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}