ISO 21650 : 2007(R2016)

Foreword
Introduction
1 Scope
2 Terms and definitions
3 Symbols
4 Basic variables for actions from waves and currents
  4.1 Water levels
  4.2 Waves
  4.3 Currents
5 Wave and current action on structures
  5.1 Wave action on mound breakwaters
  5.2 Wave action on vertical and composite breakwaters
  5.3 Wave actions on coastal dykes and seawalls
  5.4 Wave and current action on cylindrical members and isolated
      cylindrical structures
  5.5 Wave interaction with floating breakwaters
  5.6 Wave action on wave screens
6 Probabilistic analysis of performance of structures exposed to
  action from waves and currents
  6.1 Examination of uncertainties related to wave and current
      action
  6.2 Reliability assessment of structures
Annex A (informative) Water levels
Annex B (informative) Wave action parameters
Annex C (informative) Currents
Annex D (informative) Wave action on rubble mound structures
Annex E (informative) Wave actions on vertical and composite
        breakwaters
Annex F (informative) Wave action on coastal dykes and seawalls
Annex G (informative) Wave and current actions on cylindrical
        members and isolated structures
Annex H (informative) Wave interaction with floating breakwaters
Annex I (informative) Wave action on wave screens
Annex J (informative) Probabilistic analysis of performance of
        structures exposed to action from waves and currents
Bibliography

Describes the principles of determining the wave and current actions on structures of the following types in the coastal zone and estuaries: - breakwaters: - rubble mound breakwaters; - vertical and composite breakwaters; - wave screens; - floating breakwaters; - coastal dykes; - seawalls; - cylindrical structures (jetties, dolphins, lighthouses, pipelines etc.).