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Inner harbour wave agitation using boussinesq wave model

  • Panigrahi, Jitendra K. (Department of Marine Sciences, Berhampur University) ;
  • Padhy, C.P. (Department of Ocean Engineering & Naval Architecture, Indian Institute of Technology) ;
  • Murty, A.S.N. (Department of Marine Sciences, Berhampur University)
  • Published : 2015.01.31

Abstract

Short crested waves play an important role for planning and design of harbours. In this context a numerical simulation is carried out to evaluate wave tranquility inside a real harbour located in east coast of India. The annual offshore wave climate proximity to harbour site is established using Wave Model (WAM) hindcast wave data. The deep water waves are transformed to harbour front using a Near Shore spectral Wave model (NSW). A directional analysis is carried out to determine the probable incident wave directions towards the harbour. Most critical threshold wave height and wave period is chosen for normal operating conditions using exceedence probability analysis. Irregular random waves from various directions are generated confirming to Pierson Moskowitz spectrum at 20m water depth. Wave incident into inner harbor through harbor entrance is performed using Boussinesq Wave model (BW). Wave disturbance experienced inside the harbour and at various berths are analysed. The paper discusses the progresses took place in short wave modeling and it demonstrates application of wave climate for the evaluation of harbor tranquility using various types of wave models.

Keywords

References

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