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Hydrodynamics Modelling in Seashore Jogjakarta’s Airport Final Project Proposal | KL6200 Ocean Environment Modelling Faisal D Purnawarman | 25513009

Hydrodynamics Modelling in Seashore Jogjakarta’s Airport

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Page 1: Hydrodynamics Modelling in Seashore Jogjakarta’s Airport

Hydrodynamics Modelling in

Seashore Jogjakarta’s Airport

Final Project Proposal | KL6200 Ocean Environment Modelling

Faisal D Purnawarman | 25513009

Page 2: Hydrodynamics Modelling in Seashore Jogjakarta’s Airport

Background

• The old airport is full capacity, and can’t be expand

• Chosen location of new airport is in seashore with:

• Reclamation area

• Between two big rivers

• Waste water outlet in the river

Page 3: Hydrodynamics Modelling in Seashore Jogjakarta’s Airport

Location

Page 4: Hydrodynamics Modelling in Seashore Jogjakarta’s Airport

Location

• Address : Kecamatan Temon, Kulon Progo sub-district, Jogjakarta

• Coordinate : -7.908761, 110.061031

• Characteristic : 4 kilometers long and 2 kilometers wide along seashore

• Location between 2 rivers, Congot River and Serang River

Page 5: Hydrodynamics Modelling in Seashore Jogjakarta’s Airport

Objectives

• To show coastal line changes in effect of establishment of

new airport ( with reclamation area and breakwater )

• To show water quality and sedimentation changes in

estuary and coastal area in effect of waste water outlet

from the new airport

Page 6: Hydrodynamics Modelling in Seashore Jogjakarta’s Airport

Assumptions

• New airport has few area of reclamation and breakwater

• New airport give a waste intake to river close to airport

• There are sedimentation in the estuary of two river

• There are significant littoral current in coastal area

Page 7: Hydrodynamics Modelling in Seashore Jogjakarta’s Airport

Methodology• Using GENESIS to perform longshore sediment transport

• Using SMS / Mike21 / Motum to perform water quality

changes

Page 8: Hydrodynamics Modelling in Seashore Jogjakarta’s Airport

Workplan

1. Determine /assuming many factors that occurs

2. Determine environment parameter/criteria

3. Modelling the area

4. Run the models

5. See the result, make analysis, and take conclusion

Page 9: Hydrodynamics Modelling in Seashore Jogjakarta’s Airport

Expected Result

• Show significant coastal line changes in effect of

reclamation area

• Show water quality and sedimentation changes in river

and estuary area

Page 10: Hydrodynamics Modelling in Seashore Jogjakarta’s Airport

Image Credits

• http://m.kompasiana.com/post/read/478315/1/sudah-selayaknya-jogja-miliki-bandara-baru.html

• http://yuhdisusanto.blogspot.jp/2013/12/ijin-penggunaan-lahan-calon-bandara.html

• http://bandaraonline.com/airport/bandara-kulon-progo-masih-menunggu-studi-kelayakan

• http://angsatravel.blogspot.jp/2014_08_01_archive.html

• http://www.skyscrapercity.com/showthread.php?s=7930e599a34fd2c717e512a36ffa94d3&p=94040661

• http://www.skyscrapercity.com/showthread.php?t=578387&page=81

• http://www.deltaressystems.com/hydro/product/621497/delft3d-suite

• http://www.veritechinc.com/products/cedas/CEDASdetails.php