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Mathematical model of spit growth in serayu estuary, central Java, Indonesia
Salim H.a, Kusuma S.B.a, Nazilia
a Department of Ocean Engineering, Bandung Institute of Technology, Indonesia
[vc_row][vc_column][vc_row_inner][vc_column_inner][vc_separator css=”.vc_custom_1624529070653{padding-top: 30px !important;padding-bottom: 30px !important;}”][/vc_column_inner][/vc_row_inner][vc_row_inner layout=”boxed”][vc_column_inner width=”3/4″ css=”.vc_custom_1624695412187{border-right-width: 1px !important;border-right-color: #dddddd !important;border-right-style: solid !important;border-radius: 1px !important;}”][vc_empty_space][megatron_heading title=”Abstract” size=”size-sm” text_align=”text-left”][vc_column_text]Due to the economic crisis struck the South Asian State in 1997, Indonesia experience the worst impact among other Nations in the region, the construction of power plant has been slowing down. In order to catch up with the power demand, several coal power plants are being constructed. One of them is Cilacap Coal Fire Power plant sited near Serayu river mouth. The morphology of the river mouth is very dynamic; it changes accordingly due to waves, tides, and upland flow. A mathematical model which incorporates all the driving forces caused by waves, tides, and upland flow was developed in order to predict the morphological changes caused by the construction of power plant facilities such as cooling water intake, water discharge, and coal unloading terminal. The input of the model are tidal elevations, wave climate predicted by hind casting, upland flow, bathymetry, and sediment properties. The model was verified and calibrated by the actual morphological change taking place in the river mouth. The model was used to predict the morphological changes, sedimentation in the harbor basin of coal unloading terminal, and the bathymetric changes. This model has helped the engineer in planning and designing the coastal protection measures. Copyright © 2006 by The International Society of Offshore and Polar Engineers.[/vc_column_text][vc_empty_space][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][vc_empty_space][megatron_heading title=”Author keywords” size=”size-sm” text_align=”text-left”][vc_column_text]Bed change models,Current models,Eddy viscosity,Wave breaking,Wave models[/vc_column_text][vc_empty_space][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][vc_empty_space][megatron_heading title=”Indexed keywords” size=”size-sm” text_align=”text-left”][vc_column_text]Κ-ε model,Bed change model,Current model,Eddy viscosity,Estuary,Hydrodynamic model,Morphology,Wave breaking,Wave model[/vc_column_text][vc_empty_space][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][vc_empty_space][megatron_heading title=”Funding details” size=”size-sm” text_align=”text-left”][vc_column_text][/vc_column_text][vc_empty_space][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][vc_empty_space][megatron_heading title=”DOI” size=”size-sm” text_align=”text-left”][vc_column_text][/vc_column_text][/vc_column_inner][vc_column_inner width=”1/4″][vc_column_text]Widget Plumx[/vc_column_text][/vc_column_inner][/vc_row_inner][/vc_column][/vc_row][vc_row][vc_column][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][/vc_column][/vc_row]