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<title><![CDATA[ANALISIS MODEL NUMERIK PADA PROTOTIPE REVETMENT BLOK BETON BERKAIT (3B) DAN BLOK BETON BERGIGI]]></title>
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<namePart>Achmad Fauzi Prasetyo / 22 2014 108</namePart>
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<note>Permasalahan erosi pantai dapat diatasi dengan dibangunnya pelindung pantai yaitu revetment. Material pembentuk revetment yang umum dipakai di Indonesia adalah berupa pasangan batu dan armor blok beton. Inovasi diperlukan untuk menggantikan pasangan batu, yaitu dengan Blok Beton Berkait (3B) dan Blok Beton Bergigi.  Tujuan dari penelitian ini untuk mengetahui seberapa besar refleksi gelombang dan run-up terhadap struktur prototipe revetment Blok Beton Berkait (3B) dan Blok Beton Bergigi. Pengujian dilakukan dengan pemodelan numerik menggunakan MIKE 21 Modul Boussinesq.  Hasil dari pengujian model numerik diperoleh koefisien refleksi tipe Blok Beton Berkait (3B) pada kedalaman 20 cm sebesar 0,905 dengan persentase gelombang tereduksi 9,455% dan pada kedalaman 30 cm sebesar 0,8 dengan persentase gelombang tereduksi 19,962% dan koefisien refleksi tipe Blok Beton Bergigi pada kedalaman 20 cm sebesar 0,778 dengan persentase tereduksi 22,199% dan pada kedalaman 30 cm sebesar 0,550 dengan persentase gelombang tereduksi 45,013%. Tipe Blok Beton Berkait (3B) menghasilkan run-up maksimum 0,16 m. Tipe Blok Beton Bergigi merupakan struktur paling efektif dalam mereduksi gelombang datang.</note>
<subject authority=""><topic><![CDATA[Erosi Pantai, Pemodelan Numerik, Revetment, Koefis]]></topic></subject>
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