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<title><![CDATA[PEMODELAN HIDRODINAMIKA PADA TANGGUL NATIONAL CAPITAL INTEGRATED COASTAL DEVELOPMENT (NCICD)]]></title>
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<namePart>Vinia Puspita Arryani / 22 2013 196</namePart>
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<note>Ibukota Jakarta dikenal memiliki permasalahan banjir yang cukup serius, untuk menangani  permasalahan tersebut pemerintah melakukan program National Capital Integrated Coastal Development (NCICD). Guna mengetahui kondisi hidrodinamika di kawasan teluk Jakarta maka diperlukan pemodelan hidrodinamika sebelum dan setelah dibangunnya tanggul NCICD. Tujuan dari penelitian ini untuk mengetahui karakteristik hidrodinamika di teluk Jakarta setelah dibangunnya tanggul berdasarkan data sekunder (data arus, pasang surut, dan batimetri). Pemodelan hidrodinamika dilakukan dengan metode numerik menggunakan perangkat lunak MIKE 21 yang dikeluarkan oleh DHI menggunakan modul Flowmodel Flexible Mesh (FM) Hydrodinamic only. Hasil pemodelan menggunakan perangkat lunak MIKE 21 menunjukkan bahwa pola arus di Teluk Jakarta sebelum adanya tanggul massa air bergerak dengan kecepatan 0,06-0,24 m/detik di area pesisir Teluk pada saat pasang dan 0,04-0,12 m/detik di area pesisir Teluk pada saat surut. Kecepatan massa air sesudah adanya tanggul jika ditinjau di area pesisir Teluk Jakarta lebih besar yaitu berkisar antara 0,10-0,5 m/detik pada saat pasang dan 0,15 pada saat surut. Kondisi arus di teluk Jakarta pada saat pasang dominan dari arah laut lepas menuju pesisir dan sebaliknya pada kondisi surut.</note>
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