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        <identifier>oai:meral.edu.mm:recid/00007235</identifier>
        <datestamp>2022-03-24T23:14:31Z</datestamp>
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          <dc:title>Application of Numerical Wave Models for Prediction of Wave Characteristics at Deep Sea Ports of Myanmar</dc:title>
          <dc:creator>Saw Nu Sanda Thein</dc:creator>
          <dc:creator>HuaLong YANG</dc:creator>
          <dc:creator>ZhongBo LIU</dc:creator>
          <dc:description>An important component of most coastal and ocean
engineering projects is an accurate assessment of wave climate at the
project site. Wave penetration inside harbors has been one the main
issues that port planners and engineers have to deal with in recent
years. Realistic wind wave condition in a coastal area, and in and
around harbor can be obtained by predicting the wind wave
conditions in a large area where the waves are generated. In this
research, the numerical wave simulations were carried at two
potential sites for deep sea port in Myanmar. Two types of numerical
wave models: Phase-averaged model, SWAN (Simulating Waves
Nearshore), and Phase-resolving model, BOUSS (Boussinesq-type
equations) were employed to predict the wave characteristics for
interested area. The detailed characteristics of wave parameters
were determined by two numerical wave models and the results were
compared for selected points. From their results, phase-resolving
models would be used in small scale area and more preferred
because of their ability to calculate accurately diffraction, shoaling,
refractions and nonlinearity, especially for calculating specific
processes in and around harbors. On the other hand, phase-averaged
model could be more suitable for large scale area, where local wave
generation is dominant, because of their reliability and time saving
processing.</dc:description>
          <dc:identifier>http://hdl.handle.net/20.500.12678/0000007235</dc:identifier>
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