PART 1: GENERAL RULES CHAPTER 1: GENERAL
RULES 1.1. Objective of the Manual 1.2.
Relationship with the Local Environment
1.3 Framework Prescribed in the Manual
1.4 Relationship with Other Development
Projects in the Region PART 2: DESIGN
CONDITIONS CHAPTER 1: DESIGN WATER LEVEL
1.1. General 1.2. Calculation of Tide
Levels CHAPTER 2: WAVES 2.1. Computing
Deep Water Waves 2.1.1. General 2.1.2.
Basic characteristics of waves 2.1.3.
Method of determining various
characteristics of the deep-water wave
in the design2.1.4. Determination of the
various characteristics of the design
deep-water wave 2.1.5. Computing
unrefracted deep-water wave height 2.2.
Computation of Design Wave 2.2.1.
General 2.2.2. Computation of a wave
from its generating area 2.2.3.
Calculation of characteristics of swell
2.3. Transformation of the Wave 2.3.1.
General 2.3.2. Shallow water
transformation 2.3.3. Refraction of
waves 2.3.4. Diffraction of waves 2.3.5.
Reflection of waves 2.3.6. Breaking wave
height 2.4. Wave Force 2.4.1
General2.4.2. Effect of wave pressure on
a vertical wall 2.4.3. Stability of
rubble structures or rubble breakwaters
CHAPTER 3: COASTAL CURRENTS 3.1. General
3.2. Design Current Velocity CHAPTER 4:
LITTORAL DRIFT 4.1. Characteristics of
Littoral Drift 4.1.1. General 4.1.2.
Types of littoral drift 4.2. Quantum of
Littoral Drift 4.2.1. Water depth limits
for littoral drift and changes in the
longshore bar 4.2.2. Prevailing
direction of littoral drift 4.2.3.
Quantum of littoral drift 4.3. Sand
Movement CHAPTER 5: SOIL CONDITIONS 5.1.
General 5.2. Sub-soil Investigations
5.3. Physical Characteristics of the
Soil5.3.1. General 5.3.2. Important
physical characteristics of soil 5.3.3.
Classification of soils 5.4. Mechanical
Properties of Soil 5.4.1. General 5.4.2.
Shear strength of soil 5.4.3 Cohesive
strength of clayey soil 5.5. Soil
Pressure 5.5.1. General 5.5.2. Soil
pressure of sandy soil 5.5.3. Pressure
due to clayey soil 5.6. Residual Water
Pressure PART 3: GENERAL INFORMATION
CHAPTER 1: GENERAL INFORMATION 1.1.
Objective 1.2. Weight (Per Unit Volume)
of Material CHAPTER 2: CONCRETE 2.1.
Quality of Concrete 2.2. Cover 2.3.
Stirrups 2.4. Permissible Intensity of
Stress2.5. Conditions for Design Mix
CHAPTER 3: STEEL 3.1. Quality of Steel
3.2. Steel Constants Used in Design
Conditions 3.3. Permissible Stresses
3.4. Rate of Corrosion 3.5. Joints
CHAPTER 4: OTHER MATERIALS 4.1. Quality
of Material PART 4: DISCUSSION ON
DIFFERENT COMPONENTS CHAPTER 1: FISH
CAGES FOR CULTURE 1.1. General 1.2.
Design of Structures 1.3. Design
External Load 1.4. Impact at Time of
Submersion 1.5. Hydrodynamic Force 1.6.
Strength of Members 1.7. Stability of
Fish Cages 1.8. Floating Fish Cage
1.8.1. Objective and structure
