ABSTRAK Frederick Gavin Surjadi
PUBLIC Alice Diniarti
COVER - Frederick Gavin Surjadi.pdf
Terbatas  Alice Diniarti
» Gedung UPT Perpustakaan
Terbatas  Alice Diniarti
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BAB I - Frederick Gavin Surjadi.pdf
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BAB II - Frederick Gavin Surjadi.pdf
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BAB III - Frederick Gavin Surjadi.pdf
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BAB IV - Frederick Gavin Surjadi.pdf
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BAB V - Frederick Gavin Surjadi.pdf
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BAB VI - Frederick Gavin Surjadi.pdf
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PUSTAKA Frederick Gavin Surjadi
Terbatas  Alice Diniarti
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LAMPIRAN.pdf
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Terbatas  Alice Diniarti
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The disparity between the realized solar energy utilization in Indonesia of 0.135 GW
and its theoretical solar energy potential of 207.8 GW means Indonesia still has huge
unexploited energy potential. The choice of renewable energy technology that should
be used in each region would of course differs with its local characteristics. In
Indonesia, where the land mass area is less than a third of its water mass area, floating
solar panels (FPV) / floating photovoltaic is seen as one of the most promising
technology to best utilize the untapped solar energy potential. However, there is still
huge knowledge gap in terms of how the FPV structures behave in sea environments.
This study is aimed to examine the hydrodynamic behaviour of the FPV suport
structure in the ocean for the given design criteria. Furthermore, the most effective
mooring configuration and heading for FPV support structure is shown in this study.
The modeled FPV structure has a dimension of 36.54 x 35.44 m with mounted PV,
walkway floaters, PV floaters, and moorings. The mooring’s nominal diameter is 64
mm Nylon with 8-strands while a typical HDPE FPV floater is used. In this study, the
FPV is modeled in ORCAFLEX as 6DOF buoy that is connected by line element to
imitate the floater connection stiffness. The hydrodynamic response analysis under
regular wave is done in time domain, while the response analysis under random waves
is done in the frequency domain. The most effective mooring’s configuration is found
to be a main-to-branches mooring: the main mooring connects the anchor point to the
branch connection point, while the branch moorings connects the branch connection
point to the fairlead. The final result shows the best configuration is the one with
168.136 m of mooring line and 2 to 4 branches on each main line. As expected, the
mooring tension is found to be larger when the environmental loading is perpendicular
to the PV’s face area.