《港口规划与布置》是2009年东南大学出版社出版的图书，作者是陈一梅、廖鹏。本书是一本英文版教科书和专业英文参考书。

本书主要介绍港口规划与布置所涉及的港口营运、港口规划调查及分析、码头及水域布置、陆域设施、港口发展规划以及环境评价与环境保护等问题。它可作为港口航道与海岸工程专业本科生英文版教科书，亦可作为土木、水利、交通运输类专业的港口课程英文版教材。对从事港口规划、建设、技术管理和港口经营以及从事交通运输综合管理的工程师、经济师们，也是一本有益的专业英文参考书。

1 INTRODUCTION

1.1 The important role of modern ports

1.2 Port and its main components

1.3 Functions of modern ports

1.4 Classification of Ports

1.5 General information on port development

2 PORT OPERATION AND SHIPS

2.1 Cargoes

2.1.1 Classification of cargoes

2.1.2 Workings of cargoes inside the ports

2.2 Port hinterland and port throughput

2.2.1 Port hinterland and foreland

2.2.2 Port throughput

2.3 Forecast of port throughput

2.3.1 Introduction

2.3.2 Delphi Forecasting

2.3.3 Time series forecasting

2.3.4 Grey Prediction

2.4 Ships

2.4.1 Introduction

2.4.2 Shipboard measurement

2.4.3 Ship types

2.4.4 The development of maritime ship

2.4.5 Shipping services and networks

3 INVESTIGATION AND ANALYSIS FOR PORT PLANNING

3.1 Meteorological conditions

3.1.1 Wind

3.1.2 Rain and Fog

3.1.3 Ice

3.2 Oceanographic conditions

3.2.1 Tide

3.2.2 Waves

3.2.3 Currents

3.3 Estuary conditions

4 TERMINAL AND LAYOUT OF QUAYSIDE

4.1 Classification of terminals

4.1.1 By the function

4 1.2 By the layout

4.2 Scale of terminals

4.3 Determination of the optimum berth number

4.3.1 The calculation of optimum berth number

4.3.2 The application of queuing theory

4.4 Some suggestions for port operation management

4.4.1 Berth group

4.4.2 Handling productivity

4.4.3 The timing for increasing port capacity

4.5 Determination of berth scale

4.6 Typical layout for general cargo terminal

4.7 Typical layout for container terminal

4.7.1 Layout for container terminal water area

4.7 2 Layout for container terminal land area

4.8 Typical layout for dry bulk terminal

4.9 Typical layout for Ro/Ro berth

4.10 Typical layout for oil term nal

4.11 Typical layout for LPG/LNG terminal

4.12 Determination of berth surface elevation

5 HARBOR AND BREAKWATER

5.1 Introduction

5.2 Water depth

5.2.1 Components of water depth clearance and determinants

5.2.2 Water depth in berthing area

5.2.3 Water depth in approach channel

5.3 Channels

5.3.1 Channel Alignment

5.3.2 Channel width

5.4 Anchorage area and turning area

5.5 Standards for harbor tranquility

5.6 Layout of breakwater

5.7 Aids to navigation

6 LANDSIDE FACILITIES

6.1 Port railway

6.2 Road

6.3 Other facilities of port

7 PORT DEVELOPMENT PLANNING

7.1 Port planning process

7.1.1 Primary planning

7.1.2 The port distribution planning

7.1.3 The general port planning

7.1.4 The port area planning

7.2 Port demand forecasting

7.3 Port site selection

7.3.1 The port location

7.3.2 The basic types of the port arrangement

7.3.3 The basic requirement for the port site selection

7.3.4 The port area and the urban area

7.4 Port zoning

7.4.1 Port zoning strategy

7.4.2 Port zoning procedure

7.5 Port financial evaluation

8 PORT ENVIRONMENT ASSESSMENT AND PRO1 ECTION

8.1 General introduction

8.2 Port environmental impact assessment

8.2.1 EIA of port construction projects

8.2.2 Environmental impact assessment of port planning

8.3 Environmental protection of domain coast

8.3.1 Domain coast environmental protect on

8.3.2 Ecological environment protection

9 CHARACTERISTICS OF INLAND RIVER PORTS

9.1 Introduction

9.2 Site selection

9.3 Terminals facilities

9.4 Layout of Inland River Port

9.4.1 Terminal surface and bottom elevation

9.4.2 Layout of the berth line

Appendix A Introduction to EDI

Appendix B A Note on Queuing Theory

Appendix C Logistics and Route Selection

Appendix D Vessel Arrival and Berthing Time Distribution

Appendix E National Plan for Coastal Port

Appendix F Port of New York ant New Jersey

Appendix G Special Economic Zone, Free Trade Zone and Free Port

References