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Numerical Hydrodynamic Wave Modelling Using Spatial Discretization in Brebes Waters, Central Java, Indonesia

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@article{IJASEIT4166,
   author = {Koko Ondara and Guntur Adhi Rahmawan and Wisnu Arya Gemilang and Ulung Jantama Wisha and Ruzana Dhiauddin},
   title = {Numerical Hydrodynamic Wave Modelling Using Spatial Discretization in Brebes Waters, Central Java, Indonesia},
   journal = {International Journal on Advanced Science, Engineering and Information Technology},
   volume = {8},
   number = {1},
   year = {2018},
   pages = {257--263},
   keywords = {hydrodynamics; wave; current; sediment transport},
   abstract = {When the wave is moving toward the shoreline, hydrodynamic processes occurred in the waves that give an effect on the shoreline and its surrounding buildings. The process of erosion and accretion that occurred on Brebes coastal area induces certain impacts. The purpose of this study was to determine the pattern of hydro-oceanography and seabed morphology in coastal areas. Primary data obtained during field survey was employed in this study, which was processed using simulation models by applying spatial discretization method that is based on the finite volume equations to obtain the condition of waves, currents, sediment transports and tides. The results showed Brebes waters included in the category of shallow waters with slope topography, while the tidal type is a mixed tide prevailing semidiurnal. Waves were generated in the Northern Brebes then were moved towards the mainland until it deformed, leaving energy in the form of longshore current that goes into the area around the beach ridge. The time difference between high and low tide was influenced by the mass of estuary water supply from the sea as well as the mass of water from upstream to downstream. The high level of vulnerability in the coastal area requires the more effective and efficient treatment to prevent a negative impact on physical and social conditions.},
   issn = {2088-5334},
   publisher = {INSIGHT - Indonesian Society for Knowledge and Human Development},
   url = {http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4166},
   doi = {10.18517/ijaseit.8.1.4166}
}

EndNote

%A Ondara, Koko
%A Rahmawan, Guntur Adhi
%A Gemilang, Wisnu Arya
%A Wisha, Ulung Jantama
%A Dhiauddin, Ruzana
%D 2018
%T Numerical Hydrodynamic Wave Modelling Using Spatial Discretization in Brebes Waters, Central Java, Indonesia
%B 2018
%9 hydrodynamics; wave; current; sediment transport
%! Numerical Hydrodynamic Wave Modelling Using Spatial Discretization in Brebes Waters, Central Java, Indonesia
%K hydrodynamics; wave; current; sediment transport
%X When the wave is moving toward the shoreline, hydrodynamic processes occurred in the waves that give an effect on the shoreline and its surrounding buildings. The process of erosion and accretion that occurred on Brebes coastal area induces certain impacts. The purpose of this study was to determine the pattern of hydro-oceanography and seabed morphology in coastal areas. Primary data obtained during field survey was employed in this study, which was processed using simulation models by applying spatial discretization method that is based on the finite volume equations to obtain the condition of waves, currents, sediment transports and tides. The results showed Brebes waters included in the category of shallow waters with slope topography, while the tidal type is a mixed tide prevailing semidiurnal. Waves were generated in the Northern Brebes then were moved towards the mainland until it deformed, leaving energy in the form of longshore current that goes into the area around the beach ridge. The time difference between high and low tide was influenced by the mass of estuary water supply from the sea as well as the mass of water from upstream to downstream. The high level of vulnerability in the coastal area requires the more effective and efficient treatment to prevent a negative impact on physical and social conditions.
%U http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4166
%R doi:10.18517/ijaseit.8.1.4166
%J International Journal on Advanced Science, Engineering and Information Technology
%V 8
%N 1
%@ 2088-5334

IEEE

Koko Ondara,Guntur Adhi Rahmawan,Wisnu Arya Gemilang,Ulung Jantama Wisha and Ruzana Dhiauddin,"Numerical Hydrodynamic Wave Modelling Using Spatial Discretization in Brebes Waters, Central Java, Indonesia," International Journal on Advanced Science, Engineering and Information Technology, vol. 8, no. 1, pp. 257-263, 2018. [Online]. Available: http://dx.doi.org/10.18517/ijaseit.8.1.4166.

RefMan/ProCite (RIS)

TY  - JOUR
AU  - Ondara, Koko
AU  - Rahmawan, Guntur Adhi
AU  - Gemilang, Wisnu Arya
AU  - Wisha, Ulung Jantama
AU  - Dhiauddin, Ruzana
PY  - 2018
TI  - Numerical Hydrodynamic Wave Modelling Using Spatial Discretization in Brebes Waters, Central Java, Indonesia
JF  - International Journal on Advanced Science, Engineering and Information Technology; Vol. 8 (2018) No. 1
Y2  - 2018
SP  - 257
EP  - 263
SN  - 2088-5334
PB  - INSIGHT - Indonesian Society for Knowledge and Human Development
KW  - hydrodynamics; wave; current; sediment transport
N2  - When the wave is moving toward the shoreline, hydrodynamic processes occurred in the waves that give an effect on the shoreline and its surrounding buildings. The process of erosion and accretion that occurred on Brebes coastal area induces certain impacts. The purpose of this study was to determine the pattern of hydro-oceanography and seabed morphology in coastal areas. Primary data obtained during field survey was employed in this study, which was processed using simulation models by applying spatial discretization method that is based on the finite volume equations to obtain the condition of waves, currents, sediment transports and tides. The results showed Brebes waters included in the category of shallow waters with slope topography, while the tidal type is a mixed tide prevailing semidiurnal. Waves were generated in the Northern Brebes then were moved towards the mainland until it deformed, leaving energy in the form of longshore current that goes into the area around the beach ridge. The time difference between high and low tide was influenced by the mass of estuary water supply from the sea as well as the mass of water from upstream to downstream. The high level of vulnerability in the coastal area requires the more effective and efficient treatment to prevent a negative impact on physical and social conditions.
UR  - http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4166
DO  - 10.18517/ijaseit.8.1.4166

RefWorks

RT Journal Article
ID 4166
A1 Ondara, Koko
A1 Rahmawan, Guntur Adhi
A1 Gemilang, Wisnu Arya
A1 Wisha, Ulung Jantama
A1 Dhiauddin, Ruzana
T1 Numerical Hydrodynamic Wave Modelling Using Spatial Discretization in Brebes Waters, Central Java, Indonesia
JF International Journal on Advanced Science, Engineering and Information Technology
VO 8
IS 1
YR 2018
SP 257
OP 263
SN 2088-5334
PB INSIGHT - Indonesian Society for Knowledge and Human Development
K1 hydrodynamics; wave; current; sediment transport
AB When the wave is moving toward the shoreline, hydrodynamic processes occurred in the waves that give an effect on the shoreline and its surrounding buildings. The process of erosion and accretion that occurred on Brebes coastal area induces certain impacts. The purpose of this study was to determine the pattern of hydro-oceanography and seabed morphology in coastal areas. Primary data obtained during field survey was employed in this study, which was processed using simulation models by applying spatial discretization method that is based on the finite volume equations to obtain the condition of waves, currents, sediment transports and tides. The results showed Brebes waters included in the category of shallow waters with slope topography, while the tidal type is a mixed tide prevailing semidiurnal. Waves were generated in the Northern Brebes then were moved towards the mainland until it deformed, leaving energy in the form of longshore current that goes into the area around the beach ridge. The time difference between high and low tide was influenced by the mass of estuary water supply from the sea as well as the mass of water from upstream to downstream. The high level of vulnerability in the coastal area requires the more effective and efficient treatment to prevent a negative impact on physical and social conditions.
LK http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4166
DO  - 10.18517/ijaseit.8.1.4166